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Home My WebLink About2427 Elm Ave 12-2329 ElectricalSECEIVEID OCT 10 2012 CITY OF SANFORD Y':_ BUILDI G & FIRE PREVENTION PERMIT APPLICATION Application No: /02-- c2,3 J fDocumented Construction Value: $ S,DGYJ,DO Job Address: Historic District: Yes No ParcelID: q- 3_ 539 -oo- olsa Zoning: DescriptionofWork: kl7,, Plan Review Contact Person: Phone:I% 7 P5-fX//Fax: 'f0%z $r/G E-mail: (iro/,<, r.ri tiD%Pc i c:C ' Property Owner Information Name G I en„ U -H Street: a LI 11 5 O" K 1 City, State Zip: Suh-Ford R. 3a Phone: Resident of property? : Contractor Information Name C"' W -Ire?c kls Phone: _ W- %li'd - .352:;0 6 Street: D 4/P4 Qr Fax: ZM- QGYi City, State Zip: 1411a'Y11ort y- `OQ/'/h State License No.: Architect/Engineer Information Name: 1, L Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical V_ New Service - No. of AMPS: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical 0 ( Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your genplit 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: Signature of Contractor/Agent Date a h C.-- Print Contractor/Agent's Name iA Signature Notary -State of F nda Date Ik • rok% CAROLYN MORGAN MY COMMISSION # EE 037195 EXPIRES: December 13, 2014 ot' rF Fioe`Oe Boded Thru Notary Serom Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 1% 710-P do.a,corb i a 430weM once - AkMonle Sg tr . Flaldo 32714 P. (407) 788-3500 * (e07) 78e-2007 Multi -Family Department Stale Lioeaoe ECO000901 TO: RHS Construction Proposal No. 20120912 522 Hunt Club Blvd Apopka, FL 32703 Date: 09/05/12 Attu: Mark Revised: 09/12/12 We hereby Propose to famish all labor & material necessary to provide the Electrical Installation in accordance with the &&lowing specification, & subject to the conditions of contract stated on the reverse side: 2427 S. Elm Ave.', Sanford, --FL Rewire house & bring up to code: smoke detecxnrs/recept wIcs(tamper proof) AFL switches & new Interior paneL 2.No fixtures or appliances included. 3. Price applies to rooms with drywall removed. If drywall has to be art, price will be $80 per hour, time and material. 4. Does not include exterior panel/meter base. Total price for the work desartbed above: S 5,000. Payable Net 30 This proposal is void if not accepted in writing within 30 days after this date- September 12, 2012 Dpte by: TRI-CITY (ELECTRICAL CONTRACTORS, INC. By: FOM aD. C-165f/R-n/6WQ-A t!jsmrgc a'r°°'ia George Parsoas/Pmjoct Manager Nate: Tn-City Electrical Contractors, Inc assumes no responribility for damages to underground obstructions not physically in&cated Also any underground unforeseen wiring problems will bean additional charge over & above the quoted proposaL Tri-City Electrical Contractors, Inc will.exertase reasonable care during the installation; however, sod & landscape replacement, irrigation repairs & udhty charges are not included - ABCACCREDITED QUALITY COXMCrOR SCPA Parcel View: 36-19-30-539-0000-0150 Page 1 of 2 pavld ,)ohn on, Cf-l1 Parcel: 36-19-30-539-0000-0150 Cpm Owner: UTT GLENN C 7R & GRACE M Property Address: 2427 S ELM AVE SANFORD, FL32773oourrrv, r.on w Back1 < Previous Parcel Next Parcel > I Save Layout I I Reset Layout INew Search Parcel: 36-19-30-539-0000-0150 1 Value Summary Property Address: 2427 S ELM AVE Owner. UTT GLENN C JR & GRACE M Mailing: 2411 S OAK AVE SANFORD, FL 32771 - 4417 Subdivision Name: FRANKLIN TERRACE Tax District: S1-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Map Aerial Both Footprint + Extents Center Larger Map I I Dual Map View - External Legal Description LEG LOT 15 + S 1/2 OF LOT 14 FRANKLIN TERRACE PB 3 PG 78 Tax Details 2013 Working 2012 Certified Values Values Valuation Cost/Market Cost/Market Method Number of 1 1 Buildings Depreciated S33,923 S34,694 Bldg Value Depreciated EXFT Value Land Value 17,625 S17,625 Market) Land Value Ag Just/Market 51,548 52,319 Value •• Portability Adj Save Our Homes SO SO Adj Amendment 1 SO SO Adj Assessed Valuel 51,5481 S52,319 Tax Amount without SOH: $1,034 2012 Tax Bill Amount $1,034 Tax Estimator Save Our Homes Savings: SO Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S51,548 SO 51,548 Schools S51,548 SO S51,548 City Sanford 51,548 SO S51,548 SJWM(Saint Johns Water Management) 51,548 0 51,548 County Bondsl 51,5481 SO S51,548 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 06/ 1995 02928 0694 46,500 Improved No WARRANTY DEED 01/ 1973 00966 0317 14,000 Improved Yes Find Comparable Sales within this Subdivision Land Method I Frontage I Depth I Units I Unit Price I Land Value http://www.scpafl.org/ParcelDetails.aspx?PID=36-19-30-539-0000-0150 10/8/2012 Permit No. ( a -,)3 Z I T- TaxFolioNo. 36-19-30-539-0000-0150 R:{— T" NOTICE OF COMMENCEMENT SEP 0 4 2012 State of Florida County of Seminole 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. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 07842 Pg 6796; Upgl CLERK' S # 2012102059 RECORDED 08/28/2012 IU35:30 AN RECORDING FEES I& M RECORDED 8Y J Eckenioth(all) 1. Description of property: (legal description of the property, and street address if available) 2427 S ELM AVENUE, SANFORD LEG LOT 15 + S 1/2 OF LOT 14 FRANKLIN TERRACE PB 3 PG 78 General description of improvement: REPAIR DAMAGE TO RESIDENCE CAUSE BY FIRE Owner information: Name: GLENN UTT Address: 2411 S OAK AVENUE, SANFORD FLORIDA 32771 b. Interest in property: OWNER c. Name and address of fee simple titleholder (if other than Owner): Name: SAME Address: SAME 4. Contractor Name: RHS CONSTRUCTION COMPANY, INC. Phone number: 407-920-0743 c. Address: 522 HUNT CLUB BLVD, #315 APOPKA, FLORIDA 32703 Surety Name NA Address: NA Amount of bond: $ Lender: Name: NA Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.130)(a)7., Florida Statutes: Name: NA Address: 8.a. In addition to himself or herself, Owner designates NA of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: NA 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 1 YEAR 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 C ENCEME 0 NE2w Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Title,/,Office` ( fj (t/E4i The foregoing instrument was acknowledged before me this it) day of vv (year) , by nameof person) as (type of authority.... e.g. offly r, trustee, attorney in fact) for (name of party on behalf of whom instrunNWAXqspMqVt90ATE OF FLORIDA rJason BarnettA— SEAL) j' Cominissioe 1)D887458 Expires: MAY 07, 2013 Sig reofNotaryPublic BONDLDIHRUAXIANnCBONDING CO.,INC. Personally Known 1,/ OR Produced Identification Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. CERTIFIED COPY MARYANNE MORSE Signature of Natural Person Signing Above IS iNS1ki;0.10 PREPARED BY: CLERK OF CIRCUIT COURT Rev. date 3/2008 NAME —AIV L .140SEMINOLE COUNTY. FLORIDA AWR. -R- 3T AY A DFPi 1, FPk AUG 2 8- 2012 I Fr=F'T rFr AUG 272012 CITY OF SANFORD0 i_ay.----BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 9 Documented Construction Value: $ p Job Address: 2427 S ELM AVENUE, SANFORD FL 32771 Historic District: Yes No Parcel ID: 36-19-30-539-0000-0150 Zoning: Description of Work: REPAIR DAMAGED RESIDENCE CAUSED BY FIRE Plan Review Contact Person. TRACY STITT Title: GENERAL MANAGER Phone: 407-920-0743 Fax: 407-703-4300 E-mail: TRACYS RHS@GMAIL.COM Property Owner Information Name GLENN & SHELTON LITT Phone: 407-417-4889 Street: 2411 SOAK AVENUE Resident of property? 140 City, State Zip: SANFORD, FLORIDA 32771 Contractor Information Name RHS CONSTRUCTION COMPANY, INC. Phone: 407-920-0743 Street: 522 HUNT CLUB BLVD, #315 Fax: 407-703-4300 City, State Zip: APOPKA, FLORIDA 32703 State License No.: CGC 1897 Architect/Engineer Information Name: DBSS , INC Phone: 321-251-6006 Street: 3662 AVALON PARK EAST BLVD, SUITE 2072 Fax: 321-235-5557 City, St, Zip: ORLANDO, FLORIDA 32828 E-mail: Bonding Company: Address: NA Mortgage Lender: Address: 1J=1ZIk9ikN I30 :177'X- 0W, Building Permit Square Footage: 1081 Construction Type: CONC/BLOCK No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) 3, 3 i Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 4V G q - T Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 7—io -iz, Signature of Owner/Agent Date GLENN LITT Print Owner/Agent's Name Signature pV#EpfFaofrda.-- ngIDA Date Commissic« ,: . i;887458 r,. Expires: MAY 07, 2013 BOLiBH9 T ap y O., INC. Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: COMMENTS: ignature of Contract gent Date TRACY STITT Print Contractor/Agent's ame 7/ldIld Sllta e of Notary -State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA Ja n Barnett Commt,sion # DD887458 Expires: MAY 07, 2013 BONHIM TLNIJ ATLANTIC ®ONDING CG., INC. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: d" L Rev 11.08 BP200I09 4 CITY OF SANFORD Application Inquiry - Fees Application number: 12 00002329 Property . . . . : 2427 ELM AVE Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW 258.00 8/27/12 09:52:16 Amt due Struct Permit Insp 25.00 258.00 Credit fees due: .00 Revenue fees due: 283.00 Total due: 283.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed CITY OF SANFORD CUSTOMER RECEIPT Oper: SCOTTA Type: OC Drawer: 1Date: 8/28/12 01 Receipt no: 168818 Descripption Quantity Amount26122329 RP BUILDING PERMIT RECEIPTS 1.00 $283.B9 AC 557298 Tender detail CC CREDIT CARD $283.00Totaltendered $283.C2Totalpayment $283.00 Trans date: 8/28/12 Time: 9:46:02 f Bottom 7/17/12 SCPA Parcel View: 36-19-30-539-0000-0150 Oavld lohn on, CFia Parcel: 36-19-30-539-0000-0150 PRAO PERTY Owner: UTT GLENN C )R & GRACE M PRA SER Property Address: 2427 S ELM AVE SANFORD, FL32773sE>wnu ot-E courrrv. a.oFtioA Back Save Layout Reset Layout New Search Parcel 36-19-30.539-0000-0150 Value Summary Property Address: 2427 S ELM AVE Owner. UTT GLENN C JR & GRACE M M ailing: 2411 S OAK AVE SANFORD, FL 32771 - 4417 Subdivision Name: FRANKLIN TERRACE Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Map Aerial Both Footprint El Extents Center Lar er Map Dual Map View -External Legal Description LEG LOT 15 + S 112 OF LOT 14 FRANKLIN TERRACE PB 3 PG 78 Tax Details 2012Working 2011Certified Values Values Valuation Cost/Market Cost/Market Method Number of 1 1 Buildings Depreciated Bldg S341694 S37,199 Value Depreciated EXFT Value Land Value S17,625 S19,388 Market) Land Value Ag lust/Market S52,319 S56,587 Value ** Portability Adj Save Our Homes SO SO Ad1 Amendment 1 SO SO Ad1 Assessed Value 52,3191 56,587 Tax Amount without SOH S1,127 2011 Tax &II Amount S1,127 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S52,319 SO S52,319 Schools S52,319 SO SS2,319 City Sanford 52,319 SO S52,319 SJWM(Saint Johns Water Management) SS2,319 SO 552,319 County Bondsl S52,3191 Sol S52,319 Sales Deed Date Book Page Amount VacAmp Qualified; WARRANTY DEED 06/1995 02928 06941 S46,500 Improved No WARRANTY DEED 01/1973 00966 0 17 14,000 Improved Yes Find Comparable Sales within this Subdivision Land Method Frontagel Depthl Units Unit Pficel Land Value FRONT FOOT & DEPTHJ 751 128 .0001 2SO.001 S17,625 Building Information Year Base j' Total Description Built Fixtures Areai SFJHeated SF Ext WalliAdj Value Repl Val III SINGLEI 19SIJ 31 720.0011,576.001 1,081.00 SIDING AVGS34,6941 $61,6 www.scpafl.org/ ParcelDetails.aspx?PID=36-19-30-539-0000-0150 1 /2 I SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES rFNFRAL NOTE J. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES, 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM ED4. 4. PLASTICS TESTING OF LITE FRAME MATERIAL SELF IGNITION TEMP ASTM D1029 740 'F > 650 'F RATE OF BURNING ASTM 535 0.77 IN MIN SMOKE DENsiTYLLI ASTM 02a43 13.41E TENSILE STRENGTH' I ASTM D535 7.5OX DIFF COMPARATIVE 16N5ILC DlnnnUln - ncnmc 4500 HOURS XENON ARC METHOD 1 DIDMAYI 149' MAX. OVERALL FRAIAE WIDTH 21" MAX 36.375" MAX. D.L.O. — PANEL WIDTH — 37.5" MAX. W/ASTRAGAL I I FRAME WIDTH T a 3 y W 3 ® [3 0 0 El 00 00-00 oa: :a0 00 0 1 SINGLE DOOR UNIT nnfiB F UNIT SINGLE DOOR UN17 SINGLE DOOR UNIT WITH SIDELRE WITH SIDELITE TABLE OF CONTENTS SHEET 1M DESCRIPTION 1 N a NOTES 01 i ANCHORING LOCATIONS & DETAJL5 DESIGN PRESSURE RATING ORMANCE IS REQUIRED TO BE 15X OF DESIGN PRESSURE IN5WING I OUTSWING 55. 0 or 0 1 - 0 9 1 S, - 1 ,0 -1 LQ o pDo C3 O J kc) 6Q Ln N 3 t2^ U-lo ECALM N,T. GMIO. V. $ CNN, Wt KURT BALIHAZOR DRAWING NO.; FLORIDA P.E. DWG-MA-FLG 56533 SWEET OF SEE DETAIL C. 6' — SEE DETAIL a' r .E. 3„ r 3 I 3 II I II I r. 6' 6' 3" A 6" Y a' e" SEE DETAIL r D r 0 ui r r b b 3" 'i 3' 3• — — 3" 3. 3 r a" SEE DETAIL a" F" 8 x 2-1/2" # 10 x 2" #8 x 2-1/2" 10 x 5/8*... • 8 x 2-1/2" #10 x1"#10 x 5/810 x 3/4" 10 x 2NAIL "E" ASTRAGAL 6" EE DETAIL C. 8" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW a Lo o — DETAIL " C" ATTACH ASTRAGAL RETAINER BOLT DOW 905 ALUM, STEEL OR BUM SPACER DETAIL "0' STRIKE PLATE TO FRAME + couAL 06 x 1-1/2- PHS o m= AS SHOWN an 7 1 I OS 1 0. 962" I AOdMldun b NA1M N.T. S. 1.375" ! t"i DM'0. eriSWS T T--' __ cccp a ORS max... a wrSWoa : •.. a D/tiH wrolCE - INTERIOR DMwNa ra; INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL OWO-MA- R0125-05 S1¢n = or -IL 3, SEE DETAIL r D SHT. 2 0 SEE DETAIL C' SHT. 2 Ara J ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16' TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION, 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6 I I I I I I I I I B C H B r wAAnwAGC Crwpnl II G 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1MIN" u x. M CL l TYPICAL WOOD BUCK ANCHOR INSTALLATION M N _ 22,5" SHIM CL - I- AddondnioNM CNu.; y DWAld MTYPICAL MASONRY ANCHOR INSTALLATION CL: Ln 00 ILO sct:_ j F- 30 oQ Q U z LL)U V) 3 I- E- N.T.S. I w, or: oi2a- os or . 3 x SUwMT6 Syc"" S ANCHOR SCREW 80 NOM I AND 2 ON SHEST 3 VI9Trr-4L MU LION 7opCLIP mrALIATM or ANCHORSCREW WE NoTes i AND 2 ON allEIr 3 GUBSTRATR W="TM DWAS By 0TdERS Vlgn= AfUUJDN wrWOLFMrAUA=) N sullIsTRATE P P. ANCHOR9CFZW 4 aim NOTES I AND 2, ONSHEETiJWAUATPON 00rAL VERTM MULLION Top CUP MWALLATION AnNoRICREW SEE No. I AND 2 ON MM 3 AEVNION1 REV om I APPR COMPLY W AREVISEEDTOCn =QTH2DD7F9C 01/06/09 R.L 03/' 12/12 R.L 8REVISEDNOTESANDCHARTW" Dow UNITS M FRAME, 8H OR PIN 8 SMS SELF DRILLING SCREW 024' MAX D.C. l• r GENERAL ALUMINUM COMPANY BUBSTRATB oy crHERS VISR77MMULUON tool W. CROSBY RD CARROLLTON, TX 75006 Borrou CLP WrAUATION 1442, 1448, 5348 AND 5548 VERTICAL MULLION 0 pwf-60-64 INSTALLATIONDETAILS4owo No. RLY Qi ORVD.t.- FA 08-00139 E ONAL IwAu mTc I — of /as/oo 3 OF 4 192" T OMBIIN'{ED'"WIDTH rW1 II W2 '1II go* FRAME WINDOW WINDOWHEIGHT MULLION SPAN) 192" COMBINED WIDTHWI II W2 9 FRAME Lw HEIGHT WINDOW MULLION SPAN) IL COMBINED 192" WIDTH w2FW,_Jr_ DBH J WINDOW NDOFRAMEit HEIGHT MULLION SPAN)) J II W1 192" COMBINED WIDTH I t (y QJ:li: i i "' •JI. 1 _': :' , I JJ.1,. •'Iwr l: . . • 192" p OMBINED WIDTH W7 96" (1, FRAME "WRJDOW WINDOW HEIGHT MULLIONN) SPAN) p_ 192' COMBINED WIDTH w1--{)-•--•— w2 9T— J WINDOW / FRAME HEIGHT ! MULLION SPAN) L W1 `----iF— :W2 192" COMBINED WIDTH N DOiCIM110NI h17C AKROM A REVISED TO COMPLY WITH 2DO7 FSC 01/05/00 R.L E REVISED NOTES AND CHART 03/12/12 R.L 192" COMBINED WIDTH W7 —{j-- W2 9" E WINDOWFRAME/ ` ((WINDOW HEIGHT !/ MULLION ! / SPAN) II / J W1 --i t-- W2 12" COMBINED WIDTH APPROVED CONFIl3URATIONS MULTYP4E UNITS MAYBE MULL EGO ER AS L 0 AS COMBINED WIDTH DOES NOT EXCEED 1?PAS SHOWN HEREIN. dlsn rl>a mv.u rl rl>ra Cb7mAL-1[L•4['l•:•;1r][:L,31F[3 1:3:1F:a F lE:7 L,;1,[1[:•G3[:3 L7 7F::b:]€7 1.F-' S1 t 1:Sb![" 1E:7]7Q3JQi QIF-:S]F33 F i d:L,[i 1E-37F:S1F S]E i]E•3 1iLE7 Q:'vi IQ1iL-'.C]iL-3 F:s:>t iL•1fll.im®r ir.Tlmiila! LAROHANDilM "MhWl1 „ -11 w•u•- F[-15331' 4- L=.Y-i- GENERAL ALUMINUM COMPANY CROSB CARROLLTON, T% 76006 r•,,GeN[sp gs nok• 0' •9 1442, 1448, 5340 AND 5948 VERTICAL MULLION CONFIGURATIONS AND CHART A E OR ; P RID., oMwaMNMF. A. 08-001396+1 O1RT2 OF 4 NTS — 01/08/09 INSTALLATION ANCHOR. — ONE BY WOOD BUCK BY OTHERS — CAULK BETWEEN WINDOW — FLANCE k WO0D BUCK 4 Lm REvw.s REV I DESCRIPTION DATE APPROVED A REVISED PER 2007 FBC e/18/0e R.L B UPDATED PER FBC COMMENTS 11/16/08 R.L.:ACREVISEDPERNEWTESTING04/25/11 R.L. rCAULK BETWEEN WOOD DUCK k MASONRY OPENING BY OTOTHE RS 6 1 1 1 /4' MIN. a EMBEDMENT ONE BY WOOD BUCK WIDTH BUCK BY OTHERS 1 I A' MIN, FIANCE TYPE INTERIOR EMB DMENT I/A" MAX, WINDOW FMME I/A' MAX.—{ PERIMETER CAULK J SHIM SPACE JAN GLAZING SKIM SPACE BY OTHER 4 Q INSTALLATIONy OR 1 /A' MAX. Q rr TFRAIL .PE E SHIM SPACE D HWfFHAti dLWP RICID FILLER BUCK HEIGHT EXTERIOR INTERIOR SIINDOW PERIMETER BY OTHER SILL STOOL PRE CAST SILL Q DY OTHERS BY OTHERS CAULK BETWEEN WINDOW FLANGE k PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPRMD EOUAL SECTION A -A D I \ FILLER `RIGID CAULK BETWEEpI01DFILLER-/ JI Q `' WOOD BUCK kN PERIMETER CAULK MASONRY OPENING BY OTHERS BY OTHERS WINDOW WIDTH EXTERIOR CAULK BETWEEN WINDOW FLANGE SECTION B-B WOOD BucK GENERA rLP M I ILFOCOMPANYLOFAEXSI 1001 W. CROSBY RD. CARROLLTON, TX 75006 J•'GEN•AU1 SERIES 1SS0/1570 SH WINDOW RECTANGULAR 44 X 84INSTALLATION4TAV07DETAILS•, II oRAwHI owa NU. REY OR40;• j/Fl08—w0`28S C 10MA111 1 etALt wrzNT9 10 2S 07 2 OF 2 WINDOW WIDTH A %- g / B WINDOWHEIGHT A SEE ANCHOR CHART AND NOTE 7 a MAX (TYP) ELEVATION VIEWED FROM EXTERIOR NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) MASONRY OPENING 10 BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. MASONRY OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER Of RECORD, 3) CONTRACTOR IS RESPONSINLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 0003 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR W11H LOAD BEARING SHIM. SHIM WHERE SPACE -OF 1/15" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 7) FOR ANCHORING INTO MASONRY USE 3/15' ITW TAPCONS Of SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS IN PREPUNCHED HOLES AT HEAD AND JAMBS REFER TO ANCHOR CHART FOR NUMBER Of ANCHORS REOUIRED, 61 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS n t ofHori!0VAndorwp) PEOONS. CAULK BLHIND WINDOW FLANGE AT HEAD AND JAMBS, SILL MUST BE ATTACHED TO THE WWM UBSTRATE W11H VULKEM I l6 ADHESIVE CAULK OR APPROVED EOUAL, HOArnnlRlHod= 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW. CREIfW TIP TO TIP 11) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE 1 10 1/8 OESICN PRESSURE 15 LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN 1H - 1/2 12) STALLOWAIILE STRESS INCREASE Or 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN 30 30 1/2 HEREIN, WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 13) IF EXACT WINDOW SIZE 15 NCT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN 2 37 PRESSURE. 8PCL 44 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300, ArYWONS RD DESCRIP110N DATE APPPMO A REVISED PER 2007 FOC 6/16/OD R.L. 8 UPDATED PER FBC COMMENTS 11/16/OB R.L. C REVISED PER NEW TESTING 04/25/11 R.L. Maximum design pressure capadfy chart with IGU (1/8"Ann -Air 1/8"Ann) or IGU (1/8" Tempered -Air 1/8" Tempered) Unitwidth (In) Flal ht In ii16ii2!iiii CSO' i!i,? 6 iiii'• i'iril. .'iiti iiiiii414L .6iii Total owar Upper Poa N00 Pos Nap PCs Poa Nag Poi Nag 1:2L00'::; 3; :: iiil?t)0:! 40. 140.. 40.0 75.0 iM,6Y:: 1:26JOV: 2641'. 0 0 6. 40.0 40. 80. 40.0 750 4 , 0.0 D EB! i60!E i! BR 0.0 0. 40. 4. 00:! f: 3600 4Ol 40. 40. 0 0. 0 1. QOF iQQii iC BO!i 4 . 0,0 40.0 7 40, 0, 40, 0,0 Minimum number of anchors required n/ea anchorod ualno V16-17W Ta000n Unit width (in) AYe. Ma1:11l:/111 IRPT Vertical hdm hdw°"i GENERAL ALUMINUM vvdcalCNSW V` TIPTOTIP COMPANY OF TEXAS, LP 1001 W. CROSBY RD. CARROLLTON, TX 75006 2 2e 3 34 31e SERIFS 1550/1570 SH WINDOW RECTANGULAR 4 60 de 44 X 64 ELEVATION, DP CHARTS AND NOTES 4+4 54 de B 72 DIN NI ON0 NO, 9PCL B4 F.A. 08-00265 SCAu,NTS DATE 10/25/07 S 1[TT SIONEO: O"S42011 RLMSIONS RCV DLSCAM110N GAIL A"It"D A REVISED PER 2007 FBC 8/18/0B R.L. B UPDATED PER FBC COMMENTS 11/15/0B R.L. C REVISED PER NEW TESTING 04/25/1, R.L. CAULK BETWEEN FIN SHEATHING Et SHEATHING BY OTHER 1 1 /2" MIN. INSTALLATION I EMBEDMENT ANCHOR 2x WOOD BY OTHERS 2x WOOD 7x w00D BY OTHERS INTERIOR BY OTHERS PERIMETER CAULK BETWEEN CAULK BY OTHER WINDOW FIN do SHIM AS REO'D SHEATHING 1 t /2" MM. 1/2" MIN SEE NOTES) 1 1 /2" MIN, ENT EMBEDMENT FIN TYPE WINDOW SHIM AS ES) SEE NOTES) FRAME HEADER SHEATHING BY OTHERS EXTERIOR WINDOWHEIGHT INTERIO j^ WINDOW WIDTH INSTALLATION ANCHORLRIMETERFINTYPE FXTERIOR CAULK WINDOW FRAME SECTION B-B BY OTHER JAMB SILL STOOL WFIINNpTTYyPE FFAME SILL BY OTHERS PERIMETER CAULK) SHIM AS REO'D BY OTHER SEE NOTES) CAULK BETWEEN INSTALLATION WINDOW FIN SHEATHING ANCHOR t 1/2" MIN, GENERAL ALUMINUM 1\` 111 Lo SHEATHING EMBEDMENT COMPANY OF TEXAS, LP 1001 W. CROSBY RD. CARROLLTON, TX 75006 0J y" `GEN pF•"emslBYOTHERSECTION !—A SERIES 1900/1970 SH WINDOW RECTANGULAR 6 44 X 84 INSTALLATION DETAILS"'. TAT E OF y w DRAW Nl F.A. OrA NO. O8 RCv%SC c; DRIq: O.,c s001261IWA'zNTS 10 25 07 2 OF 2 I 6' MAY, (1YP.) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W11H REOUIREMEN75 OF THE FLORIDA BUILDING CODE, 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN 19 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING, AROUND WINDOW. 41 WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 5053 S) ALL ,FASTENERS. NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL, 6) SHIM AS REOUIRCO AT EACH INSTALLATION ANCHOR WITH LOAD 13CARINO SHIM. SHIM WHERE SPACE OF 1/15' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4', 7) INSTALL UNITS IN SPRUCE PINE FIR USING .120' DIAMETER NAIL OR y8 WOOD SCREW SEE CHARTS FOR NUMBER OF ANCHORS AND MINIMUM EMBEDMENT RCOUIRED, 8) APPROVED INPACT PROTECTIVE SYSTEM Lille REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGION9) CAULK IEHIND WINDOW FLANGE AT HEAD, SILL AND JANOS. IO) USE CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW. 11) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE OCSION PRESSURC IS LIMRCD TO 40PSF DUC 10 WATER TCST PRCSSUOE OF 6PSF ACHIEVED IN TEST. 12) ALLOWABLE STRESS INCREASE Of 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN IICPCIN. WIND LOAD DURATION FACTOR Cd•1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 13) IF ((EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN k) MORE. BE GLAZED IN ACCORDANCE WITH ASTM E13OO-04 rnrDl•15:11®BR-:tidWl YIR.:::.8 Rasa, t : Iwwt a r r: as F ;-aw mrte; t: ttt wwc. t- L;; IppC t: a ifi]1LS L':ID6.11,:•7L7 C.74'iG.'7..li:'14.>f:.77.'7:.74.>IB;.'7A.7t:.'7 ?4'71..7 R: • a 6:3A iH:379i:1•J iLSA L'•L•l1/IlJL''3:1414.1 i:SAiidl[PdAi1L•1 LSdI iLLA 1:EA 4dl [1•i1 f[S•J t::t,l ilE7 t1'bA W 6.._A Sil3A 16:-4.110E1 iLSI L:21 iLdl i.d•1 iLE'l t:•:'JiiEA[LS'lildl [i'd'l iLZJi:'L'A4Ll [:•SB iLi'J i::S'> ilE'J [ld•1 i1.L R-:SA IF13A RlLTAII:dA i(dl L'•L•7411Ld•14.t] iLi•]i/Sl[S•dliLf:7 [S3Aildl [:•L•1laAl1L•I•l ildl [::.1Jii•]UJtil.•1 L' L IC:SAR-ESAf 3A[1•EliLd7c:•r>.iidlCEAliEAlidliLSl1:1111dJc=r i1LAC•El4dl1:•SliiEllL•!:a[i6laLAL`S IK:SA:3ARf:'[,A11•dAildl f•1>•iLdl1:•EAiid•J1LS7list[:•S1illdA[S•EAiLd•1<'rd•1iiZ'1.!•[l1511:3A1:•I.AlIE IK:SAE1dA tltRAll•ZJ iLAI [1•Z:14d7f.L'd•1 iid•1 L:tJ iLdl<SSAiLdJ fJ:11 LL'A [.•d•1iLd)[L•11113111:41[Fdlan113 Q. 3)1liSdR:iSI:I:1iLdl[:Z•lild)C•dliidJl:S•liidA[:1•lildl[1•dJilLlL•dlip.LB<S•d7l:bllL•3:1[:Sl[S d•1[SZ Ilc.'. A S: IC.3.III1PS7 ildA L:•L•l Ld11:61 iLS l1'.•S•11 [L4J ild'l 1LdA iLLA 1:57 iLEl11•d•J tj ll•571:1J [SdA lS6 B IC:SiI '"•371114dlilL1L'•L'•]4Illfrdliidlll•SliidlCiAliLdl[.dli1LmuiR1Sl[511:2 ". ELL IlEllAll-aHorizon t o/ Vertical WlntlOW VVRWoW WII1dow Vr1n0 Horizontal Horlmnlol Vor110a1 V" ago Bloc IFD Car I P I 20 24 3- 0 3. 8 30 44 1 GENERAL ALUMINUM I COMPANY OF TEXAS, LP 1001 W. CROSBY RD. CARROLLTON, TX 75008 Ti— 4-0 48 30 4•4 SERIES 1900/1970 SH WINDOW RECTANGULAR 44 X 84 ELEVATION, DP CHARTS AND NOTES 32 4-052 844 36 6-0 BO 40 8-0 72 DRAWN, F. A. DWo NO. 08- 00261 427-0 84 44 5CA4 NTS UA'z 10/25/07IS"'" 1 OF 2 S10NED: 042mT T J w S:l•` iv`K i 1 ,rl , . yr - ve r t / Y .. ' j..• 4 W r, MULLION CLIP „' MULLI/ ONCLCL.IP 1 Q A uwtTNuu Boos ra ' fir' wi— In• p 000. RN i 01"rr" I DATE I ArMtOM O5 MULLION CLIP A /NUM 6000•T5 or 1 j ' „°.G; •r.. Pi, yr i , yr ' U,. : • .; Li FLEl1 w , w v V t IL-'•' ` Fri 1 t w n• can T940v Om O N21Pz"MULLIO INU 600 7 O MUMLro umeCoLs P GENERAL ALUMINUM COMPANY CARROL TON, TX 75008 o144211448, 5340 AND 5548 VERTICAL MULLION COMPONENTS G. A i i`S:OR{0•:• auww F.A. 0xo rro. 08-00, 39 II11111tc.0 mTQ 19ATE eT/os/Oo IPUT4 OF 4 UFACTURED TO NOTES: SHOWN HEREIN IS DESIG BUILDING CODE IN 1) THE COMPLY REQUIREMENTS OF THE FLORIDA ACCORDANCE WITH SECTION 1715.5.5 ANCHORED 70 PROPERLY WOOD FRAMING TO BE DESIGNED AND FRAMING IS THE 2) TRANSFER ALL LOOADTMEACH CT OR ENGINEER OF RECORD, RESPONSIBILITY OF 1/3 WAS NOT USED DURATEON 3) TOWABLE LESS INCREASE HEREIN- WIND LOAD USED FOR WOOD ANCHOR Cs FOR THISDESIGNOF5PRODUCT ROTWIND ZONE 3• FACTOR D IMPACT PROTE 4) APPROVED WIND BORNEDEBRIS REGIONSySTEMS S H PRODUCTININSTALLATIONDETMLSSHOWNIN THIS pESIGN PRESSURE ANO WINDOWS MUST BE DOCUMENT By OPPROVALToMULLION. THOSE UNDER TO ARE NOT UMU URED BY a) SINGLE SHOWNN THIS DRAWING. WINDOWS MUST BE ALUMINUM UNIT SHALL BE CONTROLLED By THE GENERAL THE MUWON OR THE 7) DESIGNDESIGNDESIONRESSURPRESSURE OF LONG AS SINGLE WINDOW OR DOOR UNIT• INDEFINITELY AS d) UNITS MAY BE MULLED TOGETHER BE USED UNIT WIDTHANDHEIGHTARENOTEXCEEDEDANDMULLIONISHOWNHEREIN• ON MAY I ANCHORED INSTALLATION LON?AS. MENSIOREONDICORDING 9) 114 HORIZONTAL APPLICATIONS D MUWON IS ANC HEREIN ARENOTEXCEEDEDANTOTHISDOCUMENT• LESION PRESSURE TABLE INSTRUC(10 PER FlORIDA BUILDING CODE 1) DEFINE REQUIRED DESIGN LOAD MINE TRIBUTA5. RY AND MULLION SPANI BASED ONLTH WIDTH SEEFORMULAFORTRIBUTARY2) .0 RppUCT T0, SE .INSTALLED• AND TRIBUTARY WIDTH• AT UNIT .HEIGHT) G TH 3)'• :`: L6CA N ERSON ECTION" OFIOWW 'AND CECTNELYLUMN O s THE NMULLION RAT NG THEi'+ I -SPAN' ANDTRIBUTARY , r FOR PRODUCTPIN, STEP 2• U IN STEP 1 MULLION RATING MUSTBE'EOUAI' OR,,OREATER THAN REQUIRE Ey DESIGN .PRESSUREOBTAINEDTRIBUTARYWIOTH ".' 2 i' SHEET N0. NOTES Dp CHART CONFIGURATIONS AND 116lowsDAN 0IDm N of/m/ 09 a.L RVSEI) TOCOMPLY WRH 2O07 FBC 03/12/12 ILL NOTt AND CHAIR 4S- AT EA NENDOFMULLIONNWITHRSUFFICIENTANCHORINGNMS: IWITH2„ 1) FOR ANCHORING INTO MASONRY USE FOUR iNATION DETAILS MINIMUM SHEAR CAPA'ITM1 4. MNIMUM EMBEDMENT INTO SUBSTRATE10 YIpOD LENGTH TO A01 NCI LOCATE ANCHORS AS SHOWN IN ELE (4) 14 A 1 3/8 MINIMUM ED W000FRAMINGORUBUENUSEFO TO ACHIEVE 2) FOR ANCHORING INTO OF MULLION WITH SG7ECANCHORRSASAS SHOWN IN ELEVATION SCREW AT ATEACHENOINTOSUBSTRATE• LA 8 SMS SELF TA,pPING SCREWS MINIMUM EMBEDMENT TOMULLIONUSEAOFTHREETHREADSOETMLS. MINIMUM EMBEDMENT ELEVATION' 3) FOR ATTACHING ENT ENGTH TOATE SCREWS AS SHOWN IN ANCHAP ROVED TO WINDOW pWTHEMULLION WALL OROA14CE WITH ANCHOR 4) FOR WINDOWUNITSANCHORINGSCHEDULEREFSNOTBEUSED IN INSTALLATION INSTRUCTIONS' ORSS14ALL13EINSTALLEDINACCANCHRSGTHSPECIFIEDBELOW: y) INSTALLATION NSHNSTAU.ATION INSTRUCTTHE AND STR ENGTN MANUFACTURER'S STRENGTHS LESS THAN.O.42 A. WOp p MINIMUM SPE COMPRESS' OF of OF3. 200 PSI' S. CONCRETE -MINIMUM f'' 1 • I I L— 91ONED: 03/12/2012 I L GENERAL Al- UMINUM COMPANY \ . . •, p@Ng+•D• 1001 W• CROSBY RD ' ti V`;•\,\ . 75006 * 0. CARROLLTON, TX 5548 1442, 1448, 5348 AND •% r'OP % VERTICAL MULLION . GENERAL NOTES fzovkD ap,; TABLE OF CONTENTSed 8% 08-00139 /// IONA`I` 1\ DESCRIPTION ppAwN+ sing 51 OF 4 100- S CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTHORIZATION AND HOLD HARMLESS AGREEMENT Date of toss L%SURED ADDRESS 5 rX C; 44a- ! 15. GLM Type of `oss -- — T, U OVSURMCE COMPANY C fw+p- FRr a.lc.. CLAIM NUMBER — 101 ^( X -- — -- CITY MORTGAGE COMPANY TELEPNCNE , LOAN NUMBER TELEPHOVE APPROVED LOSS AMOUNT $85,800.00 Poucloo ( 00 AGREEMENT: I, the Owner/Agent for the job site listed above, authorize RHS CONSTRUCTION COMPANY, INC. (hereinafter sometimes referred to as ' RHS") 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 RHS 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: 1 hereby assign any and all insurance rights, benefits, and proceeds under any applicable insurance policies to RHS CONSTRUCTION COMPANY, INC. I also hereby authorize direct payment of any benefits or proceeds to RHS CONSTRUCTION COMPANY, INC. I make this assignment and authorization inconsideration of RHS'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 approriate insurance carrier to be as listed above. I also hereby direct my insurance carrier(s) to release any and all information requested by RHS, 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 RHS 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 RHS are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid balances. RHS 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 or enforcement of any terms of this entire service agreement - AUTHORIZED ANTIMICROBIAL AGENTS: I understand that in the best judgement of RHS CONSTRUCTION COMPANY, INC., materials may be treated with a Commercial antimicrobial agent to inhibit the growth of micro-organisms during the drying process. 1 have received advanced notice of the use of antimicrobial and/or antimicrobial product as part of the restoration process. I understand it is beyond the expertise of RHS CONSTRUCTION COMPANY, INC., to determine if someone is sensitive to its application and will hold RHS CONSTRUCTION COMPANY, INC. harmless for its use. STOP WORK HOLD HARMLESS: In the event RHS CONSTRUCTION COMPANY, INC. is not allowed to perform its recommended procedures and/or drying equipment is removed permaturely, I agree to release and hold RHS CONSTRUCTION COMPANY, INC. harmless, and indemnify RHS CONSTRUCTION COMPANY, INC. against all claims of action that may result from such procedures. r HAVE READ AND UNDERSTAND THE rNFORMATtON AND HAVE7 A ' FOR MY RECORDS, Owner/ Agent Signature: RHS Re to 7 3- P 2-- Date: Date: THANK YOU FOR YOUR BUSINESS! JasmBm" CPM:(407)2356,76 :2Z N-mt CI•:b Rivd, 113; i-pc; k.,, rlanda 32703 Tracy SL2. GM: (407) 92D-0743 ! L.L _£ t'. T r1 ID 5 i•: cGo:oJ Florida Building Code Online PERMIT # a- 1.3zl Page 1 of 2 Zbr&- DePt a 9(15 Hortrc Ln9 in Usk Raystratim Hot Topi6 SubrtYt Suraarge Busines "' Product Approval Professional4USER. P,WUsff Regulation sr5 a ryas HmukZUws MC stiff MS site Hap Ulft sea" Product Approval Menu > Produtt or Apollouon Search > ADolic&tion Un > Appllatim Detagi FL 4# FL10674-116 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/ Phone/Email One Owens Coming Parkway Toledo, OH 43659 740) 404-7829 greg- keeler@owenscoming.com Authorized Signature Greg Keeler greg. keeter@owenscoming.com Technical Representative Mel Sancrant Address/ Phone/Email 1 Owens Coming PKWY Toledo, OH 43659 419) 376-8360 mel. santrant@owenscomig.cwm Quality Assurance Representative Address/ Phone/Email OFFICE Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert J.M. Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 09/26/2014 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10674 R6 COI Trinity ERD Cl - Nleminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2O07 Equivalence of Product Standards Certified By http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2... 8/23/2012 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised y of Method 1 Option D 02/16/2012 02/21/2012 02/24/2012 04/03/2012 08/03/2012 FL # Model, Number or Name 2!!!Eiption 10674.1 ens Coming Asphalt RoofingN-nigles 3-tab, laminated, starter, and hip & ridge and Starters Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R6 II er020612FINAL OC FL10674- Approved for use outside HVHZ: Yes R6 Asphalt Shinales.odf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: YesOther. Refer to ER, Section S. Evaluation Reports F_LID674 R6 AE er020612FINAL OC FL10674- - R6 Asphalt Shinales.odf Created by Independent Third Party: Yes The state of Florida Is m WEED ertployer. Ccyv,rwr -2D10 a ,r w,rrw :: Vmvacy Sla[enrerr Amrssitlaitr Sdtemnt : • Rdu/d statement Under Florida law, email addresses are pudic records. If you rlo not want your email address released in response to a public -records request, do not send electronic mail to this entity. IutsuW, contact the dFKa by phone or by traditional mail. If you have any questions, Please contact 850.497.1395. Firs ant to Section 455275(1), Florida statutes, dFedive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DepartmentwithanemaaaddressIftheyhaveone. The smalls provided may be used for official communication with the liceNowever email addresses are pudic record. If you do not wish tD supply a personal address, please provide the Department with an emal address wild can be made available to the public. TodetermineifyouarealicenseeunderChapter455, F.S., please dick rpm. Product Approval Accepts: EE Norton sccuritvmt l mtl cCl," i;J http:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2... 8/23/2012 TRINITY ERD EVALUATION REPORT vwens c:ormng One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12 FL10674-R6 Date of Issuance: 02/06/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code andFloridaBuildingCode, Residential Volume. The products described herein have been designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Conning Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited QualityAssuranceAgencynotedherein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced QualityAssurancedocumentationchanges. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" maybedisplayedinadvertisingliterature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was auttrormed by Robert Nernirm, P.E. on 02/06/2012 This does not save as an electrMcaly signed dogmatt Signed, sealed hardmples have been trararnitted to the Product Approval Administrator and m the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing ordistributingproductsitevaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for whichtheevaluationreportsarebeingissued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any outer entity involved in the approval process of theproduct TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 3. REFERENCES: Entity Examination Reference Date UL (CER1739) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL (TST1740) Physical Properties 06CA20263 04/18/2006 Miami -Dade (CER1592) FBC HVHZ Compliance 07-1116.12 02/14/2008 Miami -Dade (CER1592) FBC HVHZ Compliance 09-0915.12 12/16/2009 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.09 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.10 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.08 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.07 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 11-0411.03 06/16/2011 Miami -Dade (CER1592) FBC HVHZ Compliance 11-0919.05 10/13/2011 UL (QUA1743) Quality Control Service Confirmation Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classics and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Duration°, Duration® Premium, OakridgeO and WeatherGuardo HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant and WeatherGuardO HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All Owens Coming shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of Authorization #9503 FL10674-R6 Date of Issuance: 02/06/2012 Page 2 of 6 r TRINITY ERD 5.3.2 All Owens Coming hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 Refer to Owens Coming published information on wind resistance and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underiayment: 6.1.1 Underlayment shall be acceptable to Owens Coming and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire® shingles require minimum five (5) nails per shingle. WeatherGuard® HP shingles require minimum six (6) nails per shingle. Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing - Classic@ & Supreme: Mannar 112nood or Arse papa VAW Atnan IH t wind daatranaa r Aar pas rlanr , eor.W Atsas oia.taa ttwtra FI IAI r r r r r r EjwoxkMa QEt Exterior Research and Design, LLC. Certificate of Authorization 995(3 Amepwo wind Atha HIO wtndtndp I rr Ataa pra viattraa warnmew Arcs ohotw lar.c.a W r Fra 6 wr Eapasn» Etpasalcidn Evaluation Report 037940.02.12 FL10674-R6 Date of Issuance: 02/06/2012 Page 3 of 6 6.2.6 Minimum Nailing - Berkshire@: swim" atbatttbry art a rr a rr a rr r r 6.2.7 Minimum Nailing - Duration® & Duration@ Premium: 6.2.8 Minimum Nailing - Oakridge@: 4 N9 Pa = Esau =cw4d=s r r Ir s sir EV— Hafts sir Eqo PadtmQeci/trd¢ Cbm deiS/fPdR Exterior Research and Design, LLC. Certificate of Authorization #9503 TRINITY ERD c Nd rorr a., trr ri,.. t..eM va.ttt .,..r,..... r•rlrlr fmYnY 7Yt•. t t \ trUrPYM, er r•tiW AD r ` _ \ • ff ff ` grew. tmt mr ftmme 5 iPrip.*4V"wf. Chm 5*PwCb i NA Fats. Esgwm cm 6 datos Evaluation Report 037940.02.12 FL10674-R6 Date of Issuance: 02/06/2012 Page 4 of 6 6.2.9 Minimum Nailing - WeatherGuard(jo HP: ar. Urrr raa r.Yua. 6.3 Hip & Ridge Shingles: TRINITY : ERD 6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant and WeatherGuard® HP Hip and Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Refer to Owens Coming published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 6.3.3 6.3.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Minimum Nailing - Berkshire® Hip & Ridge and High Ridge: Minimum Nailing - Hip & Ridge with Sealant: tern Fig. 2 - HighWind Fas>benieg Patmn run Shingle (4Ua1s) nd D'scard Excess 1" 1" SlaStriipT12" Fa enIng 5 S/•" Distance 12" FW 2 TopNa 9/ evla Rarer Kali r r TOPLUNh w r wo r i i J E a. Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of Authorization #9503 FL10674-R6 Date of issuance: 02/06/2012 Page 5 of 6 6.3.5 Minimum Nailing — WeatherGuardO HP Hip and Ridge: Fig. A 9 4 Pm 1NVfiW Mpedbo p p IY i 4 4 I 1 p i i p 1 1 1 1 1 1 1 I 1 1 p I I 1 1 p 1 1 1 1 1 1 1 1 7. LABELING: i TRINITY ERD Fig. C Hip & Ridge Shingle Fastening Topway IYr Ir1Y T Y Y r r 1' 1 r EW— it y tY I 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.I. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories — QUA1743; (414) 248-6409; karen.buchmann(ftl.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of AuthorimHon *9Sa3 FL10674-RG Date of Issuance: 02/06/2012 Page 6 of 6 y r D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f — 4 .; 9 Documented Construction Value: $ S, 8 60 Job Address: 2427 S ELM AVENUE, SANFORD FL 32771 Historic District: Yes No Parcel ID: 36-19-30-539-0000-0150 Zoning: Description of Work: REPAIR DAMAGED RESIDENCE CAUSED BY FIRE Plan Review Contact Person: TRACY STITT Title: GENERAL MANAGER Phone: 407-920-0743 Fax: 407-703-4300 E-mail: TRACYS.RHS@GMAIL.COM Property Owner Information Name GLENN & SHELTON UTT Phone: 407-417-4889 Street: 2411 SOAK AVENUE Resident of property? i40 City, State Zip: SANFORD, FLORIDA 32771 Contractor Information Name RHS CONSTRUCTION COMPANY, INC Phone: 407-920-0743 Street: 522 HUNT CLUB BLVD, #315 Fax: 407-703-4300 City, State Zip: APOPKA, FLORIDA 32703 State License No.: Architect/Engineer Information Name: DBSS , INC Phone: 321-251-6006 Street: 3662 AVALON PARK EAST BLVD, SUITE 2072 Fax: 321-235-5557 City, St, Zip: ORLANDO. FLORIDA 32828 E-mail: Bonding Company: Address: NA Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: 1081 Construction Type: CONC/BLOCK No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) CGC 1897 1 Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air'conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 7-io-iy Signature of Owner/Agent Date GLENN LITT Print Owner/Agent's Name Signature4fl A1tgi F1o,rida--- ^RIDA Date COMInissioa ,. L,087458 Expires: MAY 07, 2013 pp,.rmHD TY-1tu AnAN'nC BONDING CO., INC. Owner/Agent isy Personally Known to Me or Produced ID Type of 1D APPROVALS: ZONING: e4- IX UTILITIES: ENGINEERING: COMMENTS: FIRE: i s - / v ignature of ContractgenDate TRACY STITT Print Contractor/Agent' s ame 42 :/ldlld Si a e of Notary -State of Florida Date NOTARY PUBLIC-S- ATE OF FT ORIDA Ja -.n Barn:: tt Comm>>sion #DD887458 r Expires: MAY 07, 2013 B0-NpgTt;gUN1, LArM QONDINGCO.1INC. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11. 08 GENERAL POWER OF ATTORNEY COnSTRUCTIOn COMPflnY, Inc. TO ALL PERSONS, be it known, that Roger H. Stitt (CGC 001897) of RHS CONSTRUCTION COMPANY, INC., the undersigned Grantor, do hereby make and grant a general power of attorney to -MAC y ST/TT do constitute and appoint said individual as my attorney - in -fact. My attorney -in -fact shall have limited powers and authority to do and undertake all acts on my behalf that I could do personally as they relate to the permitting at & t T y O F S4A1,E020 relating to 24 7_7 S >7Lm #-VjF"(/E, 3 Z-77 t . This Power of Attorney is to be effective for the duration of the mentioned project only. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Signed under seal this l 7 day of cJyG 5f , 2012. Grantor State of Florida County of Orange Then personally appeared Roger H. Stitt, the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her free act and deed, before me. d_ h jl_k NOTARY PUBLIC -STATE OF FLORIDA Not Public Jason Barnett Commission # DD887458 My Commission Expires: , ,, ` Expires: MAY 07, 2013 BONDLD THRU NI I.ANTIC BONDING CO., INC. 522 HUNT CLUB BLVD, #315, APOPKA FLORIDA 32703 407) 920-0743 GENERAL POWER OF ATTORNEY 01T RUGIOn COME Inc. TO ALL PERSONS, be it known, that Roger H. Stitt (CGC 001897) of RHS CONSTRUCTION COMPANY, INC., the undersigned Grantor, do hereby make and grant a general power of attorney to -M,*C, V ST/ T T do constitute and appoint said individual as my attorney - in -fact. My attomey-in-fact shall have limited powers and authority to do and undertake all acts on my behalf that I could do personally as they relate to the permitting at L° I T Y 0 F S4AI=o 2 p relating to 24 Z? S ELlm a4-ViF"ble, ?AyvF01Z-10 3 Z77 / . This Power of Attorney is to be effective for the duration of the mentioned project only. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Signed under seal this 7 day of d a y 52012. QV) - Grantor State of Florida County of Orange Then personally appeared Roger H. Stitt, the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her free act and deed, before me. L _d_.A IF 7k No Public My Commission Expires: 522 HUNT CLUB BLVD, #315, APOPKA FLORIDA 32703 407) 920-0743 NOTARY PUBLIC -STATE OF FLORIDA Jason Barnett Commission #DD887458 EaPires: MAY 07, 2013 BOND'M Taro ATLANTIC BONDING CO., INC. A OFFICh Rt S CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTHORIZATION AND HOLD HARMLESS AGREEMENT Date of Loss \ V 1 — ; INSURED ADDRESS CITY TELEPHONE TELEPHONE I' t V / Type of Loss — 1 1 V-6 INSURANCE COMPANY f CLAIM NUMBER 0 ?0 / - MORTGAGE COMPANY C 4psE LOAN NUMBER APPROVED LOSS AMOUNT $ 85,800.00 Poucq 100 H 0() (0 q AGREEMENT: I, the Owner/Agent for the job site listed above, authorize RHS CONSTRUCTION COMPANY, INC. (hereinafter sometimes referred to as "RHS") 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 RHS 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 RHS CONSTRUCTION COMPANY, INC. I also hereby authorize direct payment of any benefits or proceeds to RHS CONSTRUCTION COMPANY, INC. I make this assignment and authorization in consideration of RHS'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 appronate insurance carrier to be as listed above. I also hereby direct my insurance carrier(s) to release any and all information requested by RHS, 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 RHS 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 RHS are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid balances. RHS shall be entitled to reimbursement for costs of collections including reasonable attorney's fees and toss) of unpaid amounts by Owner/Agent and for reasonable attorney's fees and costs for the breach or enforcement of any terms of this entire service agreement. AUTHORIZED ANTIMICROBIAL AGENTS: I understand that in the best judgement of RHS CONSTRUCTION COMPANY, INC., 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 product as part of the restoration process. I understand it is beyond the expertise of RHS CONSTRUCTION COMPANY, INC., to determine if someone is sensitive to its application and will hold RHS CONSTRUCTION COMPANY, INC. harmless for its use. STOP WORK HOLD HARMLESS: In the event RHS CONSTRUCTION COMPANY, INC. is not allowed to perform its recommended procedures and/or drying equipment is removed permaturely, I agree to release and hold RHS CONSTRUCTION COMPANY, INC. harmless, and indemnify RHS CONSTRUCTION COMPANY, INC. against all claims of action that may result from such procedures. I HAVE READ AND UNDERSTAND THE INFORMATION AND HAVE IVED A C FOR MY RECORDS, 7 Owner/Agent Sig ature: RHS Re sentativ Date: Date. THANK YOU FOR YOUR BUSINESS! Jason Barnett. PM (407) 235.6176 522 Hint Club Blvd, 4315 Apopka, Florida 32703 Tracy Sett. GM (407) 920-0743 L-GC 1897 red ID 59-2605963 uFFICE PERMIT # - _ ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 OV•" Florida Certificate of Product Approval # FL 1999 Page 1 of I Document ID:IUOG6666Z0407151637 a / Truss Fabricator: Truss Wood, Inc. Job Identification: 18299-RHS - Elm Av. Reroof -- 2427 S. Elm Av., Sanford Truss Count: 27 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: FBC201ORes/TPI- 2007(STD) Engineering Software: Alpine Software, Version 10.03. Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 37.0 PSF @ 1.00 Duration Wind 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mus tch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing q_eded by: HCUSR6666 Details: DrawingfjokDate 1 03 1 222 07 8 /12 2031 1 12220077 8/ 01 12 2032 2220078 8/07,.' 12 4 '1 2 2' 5L0079 8/O7%12 5 203 -C3 2220080 8/02,/J 6 2035-- 4 2220081 8/07j12 036 0082 3 037 j1 222 8 0 101 9 3 038-- J1A® 2 4 0/ / 3 0309- 3 2 0U8 0 / 13U4.0--- 3 . 2 0086 0 /0 / 1J J4U44-1l.VJA 1464UU00 VO/V//14 14 32043--EJ3 12220089 08/ 07/12 15 32044--EJ7 12220090 08/ 07/12 16 32045--EJ7A 12220091 08/ 07/12 17 32046--G1 12220092 08/ 07/12 18 32047--G2 12220102 08/ 07/12 19 32048--H11 12220096 08/ 07/12 20 32049--H11A 12220097 08/ 07/12 21 32050-19 12220098 08/ 07/12 22 32051--H9A 12220099 08/ 07/12 23 32052--HG7 12220100 08/ 07/12 24 32053--HG7A 12220101 08/ 07/12 25 32054--HJ3 12220093 08/ 07/12 26 32055--HJ7 12220094 08/ 07/12 27 32056--HJ7A 12220095 08/ 07/12 y * o5TATE N S OIY PACUSE Douglas Fleming Truss Design Engineer- 1950 Marley Drive Haines City, FL 33844 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 10Cyy-KHI. - t1111 AV. KerOOT -- 44ZI J. tlm AV., JanTOru - L.1) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4= 3 X 5 (A1) l— 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. J A 4 = _.. . i< 24-0-0 Over 2 Supports R=954 U=164 W=8" RL=81/-81 Design Crit: FBC201ORes/TPI-2007(STD) 4y V PLT TYP. Wave FT RT=20% 0% 10(0 Ay4 1 WARNING" HEAD AND FOLLOW ALL NOTES ON THIS SHEET' IMPDATANT— fUR NISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Tru.... re9utre es lreme care In ra Drtca lnp, n. nellnp shtppl np, tnsta ltnp •ne br•cln9. Re . p follow the late.[ <tlttl on o! .CSI (.utltllnq Conpon. nt S•f.[y In /orn. tt on. by T.1 antl WT[A) for or,c tices prior to Derf ornt np th•.e functions. Intt.11ert sM1alt pr ovttle temporary Dr.clnp per 5 Unless notes otherwise, too cM1 ore sM1a11 have properly a[tachetl struc [Ural she•thtn9 •ne bottom o e a hall 1— • properly attache° rt.te ca llnq Locations shorn for per.. ne nt t•ter•1 ra tra nt New i gnat have br.tln, tnat.tt.e Dv .C51 se[tlp .D. O or Ill. as •ppIl-bl• ALPINE ITW .utletny component• Group Inc (ITW.CG) sn1I1 — be r.sponslbl. for any tl.vl.tlon rr0n 011, any r. Wore Lo 1u110 Lne truss 1n conror manic vl to ANSI/TAJ 1, Or for h•ntlling. and ppinp. lni tatl•$$ 1/[ GV. 1• 71ftfiding D ractnp of [rua • ADD1Y DL1.. to ..cM1 I.C. of Lrusl .ne pott tl on a ahovn .Dore .ne on Lh. Join OeLH ta. un LssanO [etl oth-1- Refer to tlrawtngs Ip DA-Z for st—d-ol ol— p--dons A ...I Components Group Haines City, FL 33844 FLCOAL #0278 nc. er• vtnp or c•v r pag• I1 a1^g thta er•ving, tntltc•tes •cc.Dt•nce of Dr ofesa on•1 engtneertnq a P.b+tttr .a ar for the eestgn shoe n. The salt. D111 [y antl u e or lhla eealgn for any structure nereaponstbtlttyofthe8u11etng0-19ner per ANSI/TAI 1 Sec 2 aF or m e tnror m.tl 0n s Thts Job's g. n.r•I no[.. D.g. ITW-.CG. wv ItvbC1,01, TAI. .. tpinst orp, WTCA wv sDcl neus[ry cen, ICC ... Icc.•f. org 1 I•, 12- 0-1 TY ATE 4 OR,OP,v`. l_ ftio Imo 07/2012 3X5 ( Al) = R= 954 U-164 W-8" FL/-/ 4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24.0" 8- 0-0 Scale=. 3125"/Ft. REF R6666- 32030 DATE 08/07/12 DRW HCUSR6666 12220076 HC- ENG KD/DF SEON- 183365 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kl0e`I7-KnJ - tIM AV. KerOOT -- e4el J. tIM AV., JanTora - LIA) Top chord 2x4 SP_#2_12A Sot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4= 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4(A1) _ 3X4(A1) _ IE-o-I 0 L< 9-4-0 _I_ 9-4-0 _I LE 18-8-0 Over 2 Supports R=755 U-130 W=8" MAN% d R-755 U-130 W-8" RL=66/-66 G FLF Design Cri t • FBC201ORes/TPI -2007 (STD) PLT TYP. Wave FT RT=20% O% 10 0 0. .1 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI • IMPORTANT-' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Truces ire es trews care 1n f•brtotln n•ndltn snt p q p •njreaug, p, porn tns[•ll t, and bn cln Re t f folly" the latest edttl on or 1051 (lulldlnq Comp on•nt S•re ty In(orma [t on. by 1Pl and NiCAj !"r : PI-1-11-1 Prior to P11fo tnq Ines, runc[lons Installers shall Pruvtde to mp....y br•ctnq per S Jp U pleas noted Ptnerxtse, LOP more s1% t nave property •tlacned 1t1UctUr•1 she•tM nq and DottoR ore • s Wall have a Properly .t t•c pea rlgld cell lnq Loc•tl ona sn. n ror permanent tat ... l re strH nt pQ1 eyssn.11 nave 1,... In, Installed per RCSI setttonl 13. 17 or 110. •s •PP11-ble i" ALPINE ITN 1UI1d1ng Component{ Group Inc. UTNiC0) snail nut be resp•nslbl• ror •nY OerLtton from tnt Ean f. Wore to build tM truss to co nrorma nce Nltn ANGI/TPI 1, ur ror n.ndling snl Ppt np ills tell. 7. r•ctnp o/ trus s. Apply pines Ip each rate or truss and posltlon •s sh..n .bore and on roa Jpin Data unl•ssf noted gins rvtse R•fer to dr•s.l ngs 160A-z ror a[•nd•re p Lt< von tt ohs A fen o L i dinComponents Group ne. Haines City, FL 33844 FLCOA# 0278 d r•Ning or carer 0a 9e 11 •[1 nq tnls drank nq, indicate{ cc ep[•nce o! Pro less on. en9l neert ng re sp o nslErltty solely +or the ensign snpxn the fult.bnity .nd use Pr this design ror any strut lure IF r ANSI/TPI I Sec z far " tnforn•tt on s Tnts Job's illsreapons+b+llty or ills Ion dl nq Desl9n•r p';I". gen.ra notes p•gn IrN-1CG xxx.ttxbcg too. nl NNN [ptns[.urq, NT[A wN fbpinausvy tom. ICC lccs.re org 2 TY :1 kTE ' OR% P C V nuwA07/2012 FL/-/4/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24. 0" L•J Scale=.375"/ Ft. REF R6666- 32031 DATE 08/ 07/12 DRW HCUSR6666 12220077 HC-ENG KD/DF SEQN- 183366 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kxoL v-nnJ - CIIII Mv, nCruui -- L9L1 J. CIIII Hv JGI,I uru - L,GJ Top chord 2x4 SP_#2_12A Bot chord 2x4 SP #1 Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 X 6 =_ 4 X 4 =_ 3 X 5 (A1) = 4X5= 3X5 (Al) = 1-0- Lr 10-10-8 _I_2-2-15_I_ 10-10-9 _I fF 24-0-0 Over 2 Supports R-954 U-72 W=8" WV eZS6' R-954 U=72 W-8" RL=75/-75 . Design Crit: FBC201ORes/TPI-2OO7(STD) af' ' PLT TYP. Wave FT RT=20% 0'/q 10 0 0.( WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! IMPORTANT" FUNNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS L Trusses requ+re ertrame u . ,n r•br,u t, ng, n•n" nq, an, "' ' ,nsta 1,nq •ne br.n,n9 R.r n4 f Dllov L.. I....t ed",_ orr.[sl (.ut ldt nq CONponent Sarety Inrorm t+pn, by TII •ne WTCA) far rem 1 c [.... prl or to per r•rn,ng these run.d ohs Insta,ers Shall provide temporary br•c,ng par I I Untes. noted ptherWt se, too chore sn.,, have D,.perly tt•,h,d Structural .h,,thtnq •nE bottpm n resna1have • DroperlY act Khle rl qld c•I 11 n9 Lac •t+D s sno n for Derm•nen[ lateral—Ir.,nt e sna l nave br.otn. tnst•llee Der NCsI sec [,ohs .D. A or RO. .. •pp L cable. /1 A L P I N E ITY „ et np Components Group Inc. (ITWRCG) sha I np[ b• re.D. ns,ble rpr .ny dey,.L,pn Prom tMs C '•,lure to bun the true. In con rprn•nce vttn AN 1 Trl 1 r Par n•ntllln sht to to 11anydSst• atp9; D, 9 br.c+n9 Dr trNa e. ApDIY D,•t<s to deco Pete or vva .na pos+t,on •..noun epee ne pn the ap,nt D. L•+ls. unle.a na ed a[herv+ae. Refer to er w+ngs IbOA2 for SUne.rd plate poa [lens A cal pn to ` dr. vl ng or cover pa qe t+stl nq thls dr•vt nq. tnd,c ates •cceDta nce of Dref east ono •ng,neer,ngs7. dinCOmpOnlnLS Grollp n0. resDonst bt It ty solely 'the the dea gn shown TM su,[. b+llty and u .f [Iris du19n ror any strut tore ,. the -spona bt It ty o/ the .cal ld,nq Dest goer D.r ANSI/TII 1 Sec 2 SFor a In/or n.flan s T.. lob's Haines City, FL 33844 genera notes P19e ITN .CG vvv ,tvbcg con. TPI vvv tpl-t org. WTCA-nvvv sbclneu.try Co.. FL COA NO 278 ICC """. C—f. org 11/ 020Z.19' ATY STATE OF l C OR`pP..`I# E 0 Ny+";; U007/2012 FL/-/ 4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24.0" 0 Scale=. 3125"/Ft. REF R6666- 32032 DATE 08/07/12 DR W HCUSR6666 12220078 HC- ENG KD/DF SEQN- 183367 FROM CT JREF- 11J0G6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1OL77-KnJ - Lill) AV. MerUUI -- e4el J. LIM Av., JanTora - LfA) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X, R=695 U=115 RL=61/-58 PLT TYP. Wave ALPINE I Building Components Group race Haines City, FL 33844 FL COA k0 278 4X4= 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4(A1) 1-0-0 4-0 _I_ 9-4-0 _I 18-8-0 Over 2 Supports doommu"A .- R-758 U-131 W-8" Design Crit: FBC2010Res/TPI-2007(STD)fQ"•'- aS '•• FT RT=20% O% 10 0 a 10. 17.02 TX 1 FL 4 R/ WARNING'• READ AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT" FUR111SH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Tr usaes reputre ea rene c.re +n Lbr1 u[tnp. n•nett np, shlDptn9. +n rta It np •ne I.. In, R f o11 oN [he Ltest edt tl on of RCSI (Ru+le+nq Conppn.n[ S.fecY lnroru ct on. Dr TPI •ne VTCA) r tp !net1• 8 T C TC L L DL7 20.0 D P S F P$F r.c t+cprrormtrapnese ntttonsIns[Ilerspr ovl eetempraryDr.clnq Ul..s notes otn<rVls<,top more .hell Mve properly .[[.thee slruc[ura .ne.[hlnq .ne Dotto core I shell h.ve •D Poly.tc.ch.e 1191E Cl111nq L...tlons .M1O I., perm.nenc l.L<r.I re.cr.ln f b s h•I1 have b—I.q tnst.11ee per RCSI sec[tona 91. .) - 111. •s • 11c.Dle r ITV .utletnq [opponent. Group InC. 'ITVICG) still not b• respons+Dle ror .nY eevlaton iron [ yAIQ any f•tlure [o bun a Lne true to co of or n. race N1 [M1 ANSI/TPI 1. or ror M1. ndllnq. shl pDl rape b r.clnq of Lruasea Apply plate, to e.cn r.te of truss .ne p-I tlon .. sno"n .Dove •n0 on the J to Oel.11s. unless npt•e •Lh•rNl ie Refer Lo er.Nl nqs 1LOA-Z ror .[. peers pleb gotl tl ons. A Fe.I 0 hxj er rving pr cover p.qe ilatl rag ch15 er.vl nq, 1nel C. Les .CCeP ten < or proTesN ons engl neerinp sponslen ltr solely ror tb. e.nlgn shorn. The .ul Lblllty .,e us. of [hla eealgn ror any str u[wr<ttj 7A'TE i Op `O ••` 1 • off•• O G BC B 1. TOT. DL L L L D 1 0.0 0.0 37.0 PSF P S F P $ F D U R F A C . 1.00 the reap onslDtll ty of [M1e Ru+lelnq Designer per ANsI/TPI 1 S<c 2 For m e Inf or m.tl on t Th1a Job' NA` V SPACING 24. 0" p<nlr.l notes 1, . ITN-RCG NNN +LNbcp cam, TPI VVN.tptns[ orp, NTCA. NNN sDctneustry come RICC N ..f< pro W{11 7/20I2 Scale=.375"/Ft. REF R6666- 32033 DATE 08/07/12 DRW HCUSR6666 12220079 HC-ENG KD/DF SEON- 183368 FROM CT JREF- 1UOG6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L10477-Itn3 - Ellin Av. Kerool -- L4e/ -,. elm AV., JanTora - L.S) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X5(A1) _ 139 mph wind, 15.00 ft mean hgt, ASCE 1-10, 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=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8= 4X5= JAw= 3X5(A1) _ 8-10-8 _I_ 6-2-15 _I_ 8-10-9 _I 24-0-0 Over 2 Supports R=954 U=91 W=8" RL=64/-64 Design Crit: FBC2010Res/TPI-2007(STD).r 5 PLT TYP. Wave FT/RT=20%(0%)/10(0) af10. WARNING" READ AND FDLLOV ALL NOTES DN THIS SNEETI IMPORTANT" IURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • Trusses re..Ire eN Creme c.rRato le Drlc. Ctnq, h+ndllnq, sntppl n,. tnstelllnp .nd br+otnq R1'jy the'.testtlonfC$II,ralan I,DyTIIendNTCA)f0 pretttc.sprtar11p. rrormin,teseunctons.....lers shell providet.mpor.ry br..l n9p< Unless noted top top cnord sh.11 here properly +tt.ched atructur+l sho+thtnq end bott.. hard • e nen n+re • properly .tt' d r191d ce111nq Lot. ttons sh,,, for per ... ent 1. tern rest— It Tar bs sell h+ ve Dr+ct nq %.t.n etl per eCII sectlons 1J, e1 or eI.. a eppltc+ble N ALPINE N eutlalI. C.mlonene Group Inc IIfNRCG) .nnl not be resppnslDle for .nY tl.vLtton T1- . ny fellureLaDundthetrue. to conror n. nce ultn ANSI/TII 1. or ror Mnd11n9 sntpptnq tnstn D r. ct np of true . App1Y D1+tes to eexh Lce o! truss end p— tlon a shoran .bore end on the Jo De Cell:. unlesss no [ed otnermtse Re ter to tlrevin9s L..A-1 for tt,,d,rd pl.te Don Lton. A ae 1on dre"tnq Dr cover peg. ltstt n9 tht. are"tn9. Indlc+tes eccep tent. of Drore.sl one. e..... rl n, 7 gdinComponentsGroupnC. respD nstb n lty solely ror the de s19^ ahoun. Tne sat t. btlt ty end use or [his tlest qn Tar .ny strut tare T p on"' t lty f cnal,, DeSI,TPI I Se.cor.1., Eor mmNr .bt,at.ion s ,T1.' heerese"RNbcqmTTI.NNtptnqNTDA lndtromHaines City, FL 33844 o[he s FL COA402781 ICC """ -1. prq OT ATE ;• 1:cL pR OP•' R-954 U= 91 W=8" FL/-/4/-/-/ R/- TC LL 20.0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 00 SPACING 24.0" 8- 0-0 Scale=.3125"/ Ft. REF R6666- 32034 DATE O8/ 07/12 DR W HCUSR6666 12220080 HC-ENG KD/DF SEON- 183369 FROM CT JREF- 1UOG6666Z04 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k ic,477-R r13 - CIIII AV. rtCr -uuI -- C44t J. EIIII AV., JGFII Ur - L,4) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X5(Al) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 r- 5-4-1 -1_ 2-5-7 4X4= LE 24-0-0 Over 2 Supports R=954 U=92 W-8" RL-66/-66 —100 Design Crit: FBC201ORes/TPI-2007(STD) C PLT TYP. Wave FT RT=20%(Oq/q)/10(0) 10 WARNING' READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH TNIs DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS 41 T ru [se[ require e.trene c e In f. brtc.11n9• n•nell np sh1PDI.. tnst.11lnp .ne b... in. rmloTPI •ne VTC A)r oticesriotornphese.UnctionsInst•11ers [h•11 provide to mpr.rI %r I np p ftunlessnotedocner"tse. top chore sh.11 have Droperly •I1.ohee [tluctur•I [he.tnln9 [ne bott*Eh.ve property •[bcnee r19fe cetlln9 Lou tt ons shorn ror perm. ne nt Lt.r.l restr[tr" ba h.ve b...lnq Into lee per RCSI •ectl. ns Rl, .] - RID. a •ppli—le- ALPINE W Nutlet nq Components Group Inc (ITV CG) anal nol De respgnslble for any eevLtt.n traj —V nY f.ore tobun a the trvu to co 1--n— vlth ANSI/TPI 1. or /or h. nelln9• snlpPf n9. fn.12uildlngbr•cl n9 of trusses ADD1Y plate• [D e¢h rape of trots .ne P-111- .[ [no"n .bove .ne on the Jt toOeUtls. unless no tea oth. rNl se Refer en Nl n9s 160A Z ror [[•ne. rtl DL to poll clans A se, oT(s(n Components Group nC. City, FL 33844 FL COA 40 278 e r."1 n9 or cover p•9e It s[1 nq this er•"lnq, lnelc.tes .ccept.nc. a/ Drolessl DI' en9lneerinq respo nstbtttt spiel for [he Best sh oNn The su1%btltt •ne u[e of this Best rorYY9nY9n •nY structure e f tNoPI "" N PI+nat orq, FC A. nw [ nf prm•[ tDrn .czoeme .Thl[ ]ob ghnr.snebp•9yN to YTbcneDttrHaines e.po 1.o[bcv cn.T ICC NN 1cc. 0. ors OT i ATE 61F 0R.`c. 1NAL 7/ 2oI2 YBMWU 4- 3X5( Al) 4Lo -qR= 954 U-82 W-8" FL/-/4/-/-/R TC LL 20. 0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24. 0" 8-0-0 Scale=.3125"/Ft REF R6666- 32035 DATE 08/07/ 12 DRW HCUSR6666 12220081 HC-ENG KD/ DF SEON- 183370 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 18299-RHS - Elm Av. Reroof -- 2427 S. Elm Av., Sanford - C5) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A :B2 2x4 SP #1: Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X4 (A2) 1 1-0- I_ 4-10-8 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X4= wAV= 4-1 I_ 4-5-7 I i sE 24-0-0 Over 2 Sup ports R=954 U=97 W=8" RL-66/-66 Design Crit: FBC2010Res/TPI-2007(STD)4r-q PLT TYP. Wave FT RT=20Y(Oq/p)/10 0 +10. WARNING`A READ AND FOLLOW ALL NOTES ON THIS SHEET' 41 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • Trusses require es Irene care In fa erica,, ng. na nail.,, an,ppl np. Ins [•111ng and bracing R e to n f ollov the latest eel [,en of SCSI (RVl ld+nq Component S•raty by TPI and V fo sl[y: allorn•tlon, lpracticespriortoOerrormt.. tnese runt [tons Installers shall pr ov+de temporary Dractnq pe R Unless noted other"Ise. LOD chord sh•11 h•va properly •L[•c hed strut Lur•1 she•Ihln, and botto Nord s Mil nave • pr Doer ly •ttic had rlq+d ceiling Lou [t ons sho"n ror permanent lateral re str•1nt r b.R s hall nave bracing Install•• per NCSI sect, ons 1,. N) or NIO. •s •pp l,ca ble '¢ sj \ ALPINE ITV 1ulldtnp Conponen[s GfpYD Inc (ITVR[G) shall not be respons+ble ror any devL[lon Tron t y / 71BuIlding nY latlure to bun d the truss In con torn. nc. vl lh ANSI/TPI 1 or ror ha ndltng ahlpp,np Ins t•1 t,y br•c+ng of truss•. A,ply DI•tea to each race of truss and ...Itlon as shoa,. above and on the Jo (((// De t•tls, unless note• olharVlse Rater to era", nqs 1f oA-i ror sundard plat. post tt ons A seal o of ComponentsGroup nee Haines City, FL 33844 FL COA k0 278 drawl nq or cover pa 9e Itsttng this drawl.,, +nd+c•'as act e0[•nce of professional an,+ne er+ng / eaPDnslbnny solely ror the ees„n sno"n The aN+ b,utr and p or this design ror any strul ure' Lne resDons1 bl 11ty of the Run din, 0<stgner per ANSI/TPI 1 Sec g sfor n e ,nrorn•t,on s Thls J.b" genera notes p.ve. Irv-RCG NNN ,t"btg.tpn nl NNN tp,n•t pry VT[A w" abc,ndus Y Co., ICO ... ,c-are org 20 -Ij 0TY• 648 ATE NALE/zolz1 =jw 8-0-0 3X5 (Al) = 4-0 _I I R=954 U-78 W=8" FL/-/4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24.011 Scale=.3125"/Ft. REF R6666- 32036 DATE 08/07/12 DR W HCUSR6666 12220082 HC-ENG KD/DF SEQN- 183371 FROM CT JREF- 1UOG6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kl j:l-Rn3 - CIIII AV. Iter uuI -- c4L/ >. tIIn Av.. JtlnI ar - Lui) Top chord 2x4 SP_#3_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=1 Rw-14 U=15 4I— 0-7-158-4-7 8-0-0 R=10 Rw=13 U=8 2X4(A1) L'1-0-0::.j 1-0-0 qy r 3 5 pports R-146 U-46 W=8" 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 40 Design Crit: FBC2010Res/TPI-2007(STD)7 Q PLT TYP. Wave FT RT=20% OD/. 10 0 10. 1 02 Q Q'T YXV FL 4 R - Scale =.5" Ft. NARNING U READ AND FOLLON All NOTES ON TXIS SNEETI • 0.I48 R E F R 6 6 6 6- 3203 77NpONTANT•" FUNxiSn Tx15 OELIGN f0 ALL CONTRACTORS INCLUDING INSTALL El15 : T C L L 2 0.0 P S F r egu,re ex Lreme care 1n f•Dr1c. tl ng, M1,nell ng, ,nlpDl nq Inat.1 I"$I .nd br.cing Re 1p •=tl • f ollov LM1e l,lesl etlttt pn of N[L f<utletnq [opponent S•r. LY Infarma ion, br T1I .ne Yr C A) for * T C D L 70 P $ F DATE 0 8 0 7 1 2 p r.cttces prior tp pertor mt ng Ind se Tu ncttons Inst.11ers sM1,11 pror, tle [emDo r•rr or.c ing Der • Unless n .d oth.r.I.. I., chord sn•11 n,.e Groper ly •tt•c netl atructur•1 she, tht ng ,ne bottpm nerd BC DL 10.0 PSF DRW HCUSR6666 12220083sn.11 n.v< . proDer,r •tuchep rtgte c<tling Loc•t, ohs sh Den rpr Derm•ne nt 1, Lehi re,tn lnt yew : ATEsn.tt n..e br,cing ins oiled per ICsI sections a. .] pr N10. •s •pD1l uDle. IVAA • • /` ALPINE ITN Nu,ltling Colton—, Group Inc (ITN.cL) sn,11 not be reaponslbl< for .ny devl,tlpn rrpn tn d!]/Nn ^^ i t. B L L 0.0 P S F H C- E N G K D/ D F ny f.11ure to but le the truss to conform. nc, rl to AxSI/Trl 1, or for n. neltnq. snipping, ",I., lNNZ, Dr¢Ing pf trusses Apply pLtes LD e,ch f•ce p! truss me pp,l U on a shorn •bpxe •ntl an tM op10• ` O R`O ` TOT. L O . 37.0 P $ F S E O N - 183372DeblI` unless noted oLher.l,, Nef.r Lo dr•rings IiDA-Z for ft—dard plet< pD„t,ons A se.1 er.ving or cover page listing this er,v g. lnelbt- stepbn or pr ore 5,lon•1 en.IneerlmgIBulldlnyComponentsGroupne. re,ppnalbl a ty ,pleb ror the ee,+gn ,horn The ap,t.bn ,tr •ne Dse pr this ee,+gn ror .ny ,trra S/pNAI a, D U R . F A C . 1.00 F R 0 M C T the re,00n,lbn,tr pr the NDne. I De,+gn<r per Axsl/rrI 1 s<p z Form < ,nrorma+pn , Tn,a Job a WHIp1111u'a8/07/2D12HainesCityFL33844 ,.peel n.t pqe ITV..CG. """ Itrbcg com, Trl wr tp,n,t prq, ."A ... .bc,ndD,try Co., SPACING 24 . 0 " J R E F 1 U 0 G 6 6 6 6 Z 0 4FLCOANO278Icc ... Iccs.fe prg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IlO477-KrT3 - L1111 AV. Kerool -- egel 3. tlm AV., 3anTur - L.t]l A) Top chord 2x4 SP_#3_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. I R=-13 Rw-14 U-16 4 0-9-4 + 7-5-12 2X4(A1) = R=12 Rw=13 U-6 LC:1-0-0::.j 1-0-0 Qvpr 3 SJipports R-146 U=45 W-8" 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC201ORes/TPI-2007(STD)' PLT TYP. Wave FT RT=20%(O%) 10 0 10. .02 ' 0T 4 FL 4 R - Scale =.5" Ft. ALPINE 71Building Components Group ne. Haines City FL 33844 FLCOANO278 WARNING" HEAD AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS to =na rpI.:, N the I•tut ealLlon or gcsl [qW n alnv component s.rety Inrormalon. Dy TPI .na WrcA) ro to prat [,cos Pr,or to Perrorming toes. runt [Ions Inst•l1— sn•11 grovlae temporary Eraclnq Pe • Unless notes oNerNlse. top cnora sn.n n..e properly atrtnee strutt—I sh-thing and eottochord Trusses regulre ea Creme care ,n fa0r+c. tt nq. na nCling, sM1tDPl nq. Ins1.111 nq •ns1 Dr.clnq. R!, 11 s n•11 nave a pr9per%y •[[acM1eO r+gla celllnq. Loc•t+ons:h*,r Tor Per.. a"t 1a... I rest nf D0 an X•ve to FartnsU11e0Der RC3I sections q]. q) or q10. a apPllunle ; III au+IEing co.....nta GfOPP Inc (ITWq[G) sn•1I opt be responslXle for •nY Eev1•[ton fromA nY L11ure toDu11Ethetruss ,n cPnTormmce Wl to AX SI/TPI 1 or for h•rdllnq. N DDIng. Inst %IV7 er •clnv or trulals. App1Y P L let Lg eacM1 roe or [rasa .ntl pOsl tl on •s sM19Nn .Dove .nE pn Ine J L De L.11s, unless notes aTnerNtte. Rorer t0 ENN1 nqi 1EOA 2 for lta nqa rE D1ate pos1U ons. A tea p M1 EraNlnq or cover Page 11s" nq This er—In9. Intic•tea •c-p—ce or proresalonat engineering r. spun:loopy solely far Ine eu+gn snoNn me sN+t. D+t fly .ne ... or th1. Llaslg. for any st:.tt,r. In! re3D.nvIX"'I Or one I.,ICIng 0.:+gr.r Per ANSI/TPI 1 sec 2 For m . lnrprm.I'll .. TM1II ]PD' general notes Pa9e. ITW-ICG wN +tNEcg tom. TPI ... Lp+nst or, WTCA NNN .bc1ndN Iry._,, ICC ... I....fe org a/e VO. 648 % ArATE O R pQ'••\ ONAL E /2012 T C L L 2 0 . O P S F T C D L 7.0 P S F BC DL 10.0 PSF B C LL 0.0 PSF TOT. L D . 37.0 P S F R E F R 6 6 6 6- 32038 DATE O 8 / 0 7 / 1 2 DRW HCUSR6666 12220084 HC- ENG KD/DF S E O N - 183373 D U R F A C 1.00 FROM C T SPACING 2 4. D° J R E F 1 U D G 6 6 6 6 Z D 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LIOZVJI-KYIJ - tllll AV. KerOOT -- e4L/ J. tlm AV., JanTora - 1.JJ) Top chord 2x4 SP_#3_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 139 mph wind, 15.00 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-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 F—-9-0-7 1-3 15 800 R=50 U=1 2X4(A1) L."i-0-0_j 0-0 Over 3 Support R-189 U-33 W=8" RL=30 Design Crit: FBC201ORes/TPI-2007(STD) s " 1TYP. Wave FT RT=20% O/10 0 0. 1V 4 R Scale =.5" Ft.PLT WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETS • IMPORTANT" FORNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS : O, T C L L 20.0 P S F R E F R 6 6 6 6- 32039 Trussl, r<9u,re ertr<me ure to NDrIc.Nnp. h.neltn9. sMpptnp. InsUlltn9 .ne DralnA R<r t n. r.n off the tae,t ee, t+.n or csl Uu+le+np co.Done nt s.retr Inro.o tlon, er nl .ne NTCA) ror r* • TC DL 7.0 PSF DATE 08/07/12 p r.ctices prlpr t. perf.rmin9 these fun.H.ns Ins ultors sh.11 D..vlde temp..... Dr. I Der Sl DRW HCUSR6666 12220085Onl<„ noted pthe.mt,e. t.D coo.e ,h.11 n."< pfLoc.11 .tt.cn<e structure t I.t. p .ne Dotcom oQ ILIA sh.11 h. ve . properly .tt.c hee r191e cetltnq. L.c.ttons shorn Tor Derm.nent leer.l res [renth.11he ATE t BC DL 10.0 PSF per RCSI ,ec [loos ], ) or 10, •s .DDltc.01<. ALPINE B C L L 0.D P$F H C- E NG KD/DFRunetnqComponentsGroupInc. ITWRCG sMl1 opt De r Dle ror eevL[Ipn .rpm [h+$ e,Ppn,+ .nr l.11ureto Dutle the Iru,s In coot prm.nce uILM1 ANSI/TPI 1. or for h•el+np,lppl npIns [.11e of tru„<, Apply pl.te, t. eah Id, of buss .ne ppeL1.n •s ,h,Hn •Dove •ne pn Lhe jo,n[ RIiM . CO„`O .Dr¢ Inp Ae TOT. PSF 7. dtnCom On nLSGFOU nC. PP0 eta ls, unles, noted ptnerHl se Refer to er rv,n9, 160A-2 f0, st•ne.rd Dl.te past [ton, A ,ea pn n cn9 or cover p.qe I+sNn9 .tne+u[es •ccepceo.eprpfess,onenp+ner , DonaD111ty ,pI<Ir ror the ee,19n ,noHn The iult.0,111y .ne u of [M, el,, /n ror •ny , ut Luro + tThtsS/pNALDUR LD. 37.0 SEQN- 183374 FAC 100 FROM CT Haines Gty, FL 33844 the res Pons+DllRy pr the Sul le+ng Desl9ner Per ANsI/Trl 1 sec 2 For m e tnf.rm•tt.n s ]pD', p< n<re note, D•9e. ITV-RCG. n +tvDcp c.m. PT w tp+nat..rp, W"A vw ,D.+nep,vy cpm. Icc uH 1a .r..rp MI<.. rRd O/2012 V ~l4lS 24. 0" SPACINGFLCOANO278JREF1U0G6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. L 1 CICJJ na - LIIII AV. RCr'UUI -- G4G/ ]. C.IIII AV., dd1,1 UrU - L.L13A Top chord 2x4 SP_#3_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. a R=64 U-18 0-5-4 T— R=52 U=0 2X4(A1) Leci -O -Oj 0-0 Over 3 Sup ort R=189 U=32 W=8" RL-30 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2010Res/TPI-2007(STD) f •" "F '. PLT TYP. Wave FT RT=20% OD/D 10(0) 10. 11 02 TY. FL 4 R - Scale =.5" Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETS IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS O. T C L L 20.0 P S F R E F R 6 6 6 6- 32040 T rv..e. reaN,re <nre...er. +n r.brlc% nv. n. na l+nv. sn,vv+nv +n.t.n by .ne Nn WT Av Re .{pR * r • * T C D L 7.0 P S F DATE 0 8 / 0 7 / 1 2ronp" the l.test edu,on or;IS pna+nv comppn.nt se rety ]nror..non. by nl .ne utcA1 ror • • P-11,ces vr+or to °error• nR tnes< r nc [loos ]n.tn lers seen vro.+d. 1..p.r.ry Cr. lnv I,- s ° • • Un,e.s noise other",.e. [pD cM1ore %.rtt h.ve Prop.r,y .tt.ch.d .1—t... I :i,..thIrq end bottpm ord • BC DL 10.0 PSF DRW HCUSR6666 12220086n.T, n.... properly .[[shed rIgId —nInv. Loc.t,o- h... for Ge......I l.ter.t re.tr.In1 • • h.l, h... br. ,nst.ned per RCSi ...tIon. p or 110. - ppIl-bl, AT ALPINE Iry RUTld,nvtComponent. erovp ]nc nTN.cG) :nn , not be r< P-11bl. ror .ny de.Ltlpn rrom [nI • •. tB C L L 0.0 P S F H C- E N G K D/ D F nr .... n pre to by n d the trv.. ,n conror.. np. "Ito AMSL/"I 1. or ror n.nd„nv. .nl Dpl nv. In. t. n. •i• O•• / bra,nv pr [rN.... Apply Pl.t<. to <sch r.c. or trp.. -d p°.It,°n .1 sh,11 .bp...nd pn the °,n ° . ,CORD .•• TOT. LD. 37.0 PSF SEON- 183375 Notes. noted otn...... R.r<r to dr."Inv. 11OA,2 ror .und.rd vla< poeluon. A ..1 on 4••••d ("i` 71BuildingComponentsGroupne. eri" Inv or C—er p.v. 11e11nv 1hI. dr.",nv. 1rd!".te..ccevunc. o, Pro,_1 eng,neertngs n av P P espon.lbn 1ty -Illy for the ee.Ivn .no"n The .NI[.bT1Tty .ne os or tn1. d..lvn ror eny .1-ctNre ,. S AI E D U R . F A C . 1.00 FROM CT the re.Don.1b,11 ty o/ [M1e Ru+ldt ng Des,Rner per ANSI/Tpl 1 Sec 2 For m e tn,orm. tt on s Tht. Dob's HalnesCity FL 33844 pen.r.t note. wve ITv-RCG It.bCg co+. T>•I """ tp+nsc.orv. WUA """ sbc,nd°stry co.. )Nun 07/20I2 FLCOA40278 ICC ""N 1cts.r..ory SPACING 24.0" JREF 1UOG6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 18299-RHS - Elm Av. Reroof -- 2427 S. Elm Av., Sanford - CJ5) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 2X4(A1) _ 111-0-0J 5-0-0 Over 3 Supports R-258 U=41 W-8" RL-45 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R-117 U=32 R-86 U=3 Design Crit: FBC201ORes/TPI-2007(STD) s PLT TYP. Wave FT RT=20% O% 10 0 0. WAR NING•' READ AND FOLLOW ALL NOTES ON THIS SHEETI • IMPORTANT-FUx NISN THIS OE SIGN TO ALL DOxr•A[TO•S IN[L UOIxO INSTAL LENS • r equlre eslreme ca1n nbrlc•t1 np. n•ndltnp, s11DDl np tns[1111 np Intl brlct of Ae t •rrlollp"s the 1•tett Idltton 111I (Iulldtnp Component S•n [y Inf ormltlun. by III Intl NTDAI for pr• c [1cls Dr1or to Derf orminp thet! font [tons. In3t•lle's :h•ll Drorlde temporlry Dr•cl ng per S Unless noted other"tse. top chord sn•11 hive properly •tt•ched structur•1 Ihelihlnq Ind bottom ord f sb 11 n•ve . DroperlY •[ached r111d c<tltnp Loc•tlons tho"n for Der".nmt Lter•1 yes [+H nt c6 eyr s n•11 nave r•c ln9 Inst111•d P!r I[SI sec tt ons ID. 1] or I10, •s •DDltc•Dle. `y ALPINE V Iu11tl1 np Cowppnen s GrouD Inc. 1111ICGI sn•11 not De resDonst Dl• ror •nY der ntlon rr om Lnl any fN tore to build the truss In conformance Nt th ANsf/rnf 1. or ror h•n dltnq, aM DPt np. 1nI G1rI br• clnp of [ru3 s. AD DIy ..Iles 1p uch nce of buss Ind Dosl tl on •s shorn •b•ve Ina on Lne Io Det•11s unllsssnotld other clt• Refer to drs•In s 1f 0A-Z ror st•ndlyd 1•t• pIl [l ons A Iell pDDtlr• 1 n9 or carer p•qe ltstt np thtt dr•Nl nf. tndtc•tes •cc <D[Ince of Drofessldn•1 en9l neert np luildingComponentsGroupnc• retDonslhlllty solely for the design Inpxn The - bb111ty Intl use of tnls deslpn for any . ruct re tf Names Clty, FL 33844 ge nlr Dont1D111[Y Or Intl lulyyynp Oeslgnem Der AN Sy/TFI 1 sec 2 For — Inn rm•tlon Iom It FLCOAFL 33 It c SI'.prtv-ece "bcq co . ml D+nsc prp: vrcA Ibtlnexstry t 11 02 XTY :1 VATE O R pP'C e S/ ONAII rnewwOI7/2012 FL/-/4/-/-/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24. 0" Scale=.5"/ Ft. REF R6666- 32041 DATE 08/ 07/12 DR W HCUSR6666 12220087 HC-ENG KD/DF SEON- 183376 FROM CT JREF- 1UOG6666ZO4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR 10L77-KF13 - LII AV. ILer(JUI -- 69Cy J. r1M Av., )dnTor - LJbA) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailled at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 0-5-4 7- 2X4(A1) L.ri-0-0::J 5-0-0 Over 3 Supports — R-258 U-41 W=8" RL=45 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=119 U=33 R=88 U=2 Design Crit: FBC201ORes/TPI-2007(STD)_#r N PLT TYP. Wave FT RT=20% OD/p 10 0 10.1 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI • IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Trusses require .N [rene care to re Drtc.tlnp, M1a ndllnp. sM1,ppinp. Inata 111 rep and Dracln9. 11 tP ajd IollP LM1e latest .dltlon of ICSI Ilulld%O Component S.I:'I Inlorma tl— by TPI and NTCA) fur • p ra Ltces prior to perr.r •1 nq these ran...... Installers shall Drovlde tewporarY Draclnp perVUnlessnoted-h—I..top chord sM1all have properly at[acM1ed structural sheathlnq and bottomOrd nettHareproyttched r,Itd ce11,n1. Loc. tt ores anP"n ror per, ne nt lateral restraintreps j ALPINE s Hall M1.ve Dracinq tnstd led per I[SI sec dons 1]. IT or IID. .s aDpltc. Dle .ayZyy aa// V Components Group Inc (1 TW: snare nut De respond ble ror any devlatt on from to JFy4p lns tallf .pure Lo Oulld the truss 1n tD nrprma nt rl n AN TR r f r M1 n I n M1 V/ . nY e [ SI/ I I. u u a d t pa s 1Pa nnpoDraclnqortrussesApplyplatestoeachfaceoftrussandgoalLlonassh.— hove d n [he Jot Oe t.,ls. unless noted p[h. rvtae R.f er to drawl reps If OA-Z ror sbn0ard plat. Poal N urea A sal ; dl:11n1 or cover Da9e ltsd ng [M1,a dr.utng, Intl,ca [es acceptance or I BUllding COmpO/I MES Group n0. Haines CityFL 33844 FL COA #0 278 Prof -:: tonal engl neer, nq II reapo ns,Dll1[y solely ror IT. design .noun The s 11.1o"lly and use dr Inls de.lgn ror any .—C-r. ti tree respond D11ItY pf LM1e Iut,dtnq 0eatgn., per ANSI/TPI 1 sec 2 For m tnrPrm•tl un see Thla ,Job's general notes Da9e, ITV-ICG """ 1[ubc9 coN. TNI N. . tDt nat.or9 WTGA V"" sbclnduslrY cpm, ICC ... 1-0. PrO 8- 9-12 2 - 4 7- 0-0 TY ATE 61F•: Q 4 I ZOR• ZONAL ER lwftR6 out 07/2012 FL/-/ 4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 5"/Ft. REF R6666- 32042 DATE 08/07/12 DRW HCUSR6666 12220088 HC- ENG KD/DF SEON- 183377 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kiC)677-rtna - tlnl Av. tterUU1 -- cvcr a. rIin Av., admoru - tucl Top chord 2x4 SP_#3_12A B0t chord 2x4 SP_#3_12A Lumber grades designated with "12A" usle design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 8-11-12 R=58 U=16 1 -7 R=47 U=1 * 8-0-0 2X4 (Al) L.j-0-0::"j 4-10-8 Over 3 Su or 6sl R-185 U-33 W-8" RL=29 Design Crit: FBC2010Res/TPI-2007(STD) t "Q ' V `ter '. PLT TYP. Wave FT RT=20% O% 10(0) 10. a .11 02 TY- FL 4 R - Scale =.5" Ft. WARNING" ROAD AND FOLLOW ALL NOTES ON TX15 $XEETI 47 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORSESONINCLUDING INSTALLERS o. 64 a T C L L 2 0. 0 P S F R E F R 6 6 6 6 32043 Trusses re0utre el Irene c.re In r•Drlc•ting, n•ndllnv. sh1111"1. Ins1 1,nv —d Dr.t g. Ne .,51 • ro n o" 1h. ,a.st .d,t,on or ICs1 (IUTld+ng comDonl nt s. n tr In Torm.0 on. Dy TP1 •nd NTCAI rorIST • *' * r T C D L 7 . 0 P S F DATE D S / D 7 1 2 p r•Ctltes prtOr to pertornl nv Lhe.e Tu nt[ton.. In.t.11ers in•I1 Dr Id! [lnDOr•ry Dr.ttng DerUaes. not.d Dtn.r", ..t., Inord .h.,, n.+! vrope11, at•c sea slrDltDr.l sne•tn+ng .na Dottom.,d • BC DL 10. 0 PSF DRW HCUSR6666 12220089snatn•.e • Proper,y .ttecned r1d L1— sho"n Tor De .... ent 1•tera rests lnt • sn.n n..e er•t,ng ,nst. ned Der 1gC,i sePtlten 1ny ot.ons u. n or 110..1 .PP11-D1. ATE •• ALPINE N I"„ ding CDnDDn.nt• wov0 Int (ITNICG) .ha, nDt D! rlwon" I ,- "I dlel.tlDn ,r.n tn(y . : t.4 B C L L 0 .0 P S F H C E N G K D/ D F nr ...... n Dr< w Dprld 1h! tr vss +n Ponrprm. nt. nnn AN51/TN 1, or ror h.ndl,nv. sn+Da ng. +ns t. n. ••• /L R O•. / era,ng orIrDss.s ADD1r Pla.s tD !•In nt! Dr truss .nd Posit— .s sno"n .Do.e -d on Ise Joln ••: O"`•.•w_` TOT. LD. 37. 0 PSF SEON 183378 mess noted vtner"Is. Il r.r 10 dr•",ng. LI.A-2 ror st.na.rd D,.Is Positions. A s!a ••••.• 'N` \V^ 7. dinCom onmtsGroune. .P. Dr I•.r p•g. l,sting Isis dr•e,ng, Indlt.tes •coeDt%.d '11P.1nss+on.1 .nvin..r+ng S,O I A \_ DUR . FAC . 1.00FROM CT P P r .Dons,en ,Ir so,a r ror In. design .no"n. Tn. sv+t•en 11y .na v or Ih,. ae s, gn ror .nr str"ct"re ,s M ne r. sDonstDtlt[y of the Iu11d1ng 01.1.9-1 per ANSI/TFI 1 Sec 2 For m .e lni orm.tl on se Th+s jlb's HainesCity FL 33844 genera note• owe. ITN Iu vw nvDtg ton TFI wv IDlnst "g. VTCA """.aDpindostry.cON, 4nwwxw 07/2DI2 FLCOA40278 ICC —,cc .... ..; I SPACING 24.0" JREF- 1UOG6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kioL77-KnJ - LIM AV. Keraoi -- 4441 ). tlln AV., JanTOra - tj/) Top chord 2x4 SP_#2_12A B0t chord 2x4 SP_#2_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. lBottom chord checked for 10.00 psf non -concurrent live load. IMWFRS loads based on trusses located at least 7.50 ft. from roof edge PLT TYP. Wave ALPINE I Bullding Components Group nc. Haines City, FL 33844 FL COA k0 278 2X4(A1) L'i-0-0:NJ 7-0-0 Over 3 Supports R-330 U-51 W=8" RL=59 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. Design Crit: FBC201ORes/TPI-2OO7(STD)J1C FT/ RT=20%(0%)/10(0) P10. WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEET, IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS • Truce. r•9u1r• e"lrene t. a In !•brtc•Ltn9 h. nd "', shl..... Int. .... nd br.xlnq R to Ad I.".. Lne I. st eel tl on prrR[sl (Run dl nq Cpmpon•nt S.fe[y Inform.[lon, by TPI •nd WrCA) fp 4y pr¢tices prl or [o perrorntnR these ru nctlons In.t.11ers sh 11 prpvlae tenpor•ry br.ctn9 De C • u nlea no[ed DtherNtse, too more %.11 nave properly at•c hed -r-t-1 shed ht ng .nd bottom Word • s M1•11 nave • property •tt-hed 1191d ceding LI-11- shown ror Derm.n•n[ 1•ter•1 restr.lnt r bs a M1•I1 have br•clnq tnst.11ed per CSI sec ttons 63, 61 - 910. .s •p.11'.bl. "0 ITW Rutldt nq Conponents Group Inc (ITWRCG) sn.11 not be reaDa..lbl• /or •ny dev1.11% fr- t w1yI ny f• ore [o bun d Lne trues In conrarm•nc• vl Ln ANSI/TPI 1 or ror n•ndttn9 snl ppin9. tnst.l It OrKln9ofLrusuiApplypl•Les to eK M1 r•pe Or lr TA' p0U t10n is sM1o"n •Dp ee .nd pn Lne Jp / De t•tls. unless -1.d pthe r Ntse Rerer to do vl n9. If DA-2 ror .[.n d•r0 pL to ppsl tt ons A se•1 dr• Ntn9 or cov r D.9e 11..... Ihts dr•Ntn9. 'Idlc•tes •ccept•nce or pr Dre..ton•I en9lnee rtn9 resp0ns1b111tye.ple ly ror the de.lgn .houn The sult•b111ty .nd use or this de sl9n ror .ny structure the re.pon.tb111ty or the Rutld+nq Oesl9ner Der ANSI/TPI I sec 2. For n e 111-1 tton see Thls Jobs qe ner•1 n s p.9e. ITN RC G' NNN 1tNbcq com, TPI NNN tpI— orp 4T[A NNN .bctndustry.com, 10- 4-7 R= 167 U=45 2- 7 15 R= 125 U=5 +8- 0-0 OT i ATE 611Fsit- Q596 a&V 007/2012 FL/-/ 4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 5"/Ft. REF R6666- 32044 DATE 08/07/12 DR W HCUSR6666 12220090 HC- ENG KD/DF SEON- 183379 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1,10L.77-nnd - C.IIU AV. RCT-UVI -- L4Cf J. Lill] AV., OdIll Ur - LJ/A Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Lumber grades designated with "12A" use design values approved 1/ 5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 0- 5-4 2X4( A1) L': 1-0-0'j 7- 0-0 Over 3 Supports R= 330 U=50 W=8" RL- 59 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 9- 5-12 R= 170 U=47 T 2 - 4 R- 127 U=4 +7- 0-0 Design Crit: FBC201ORes/TPI-2007(STO) 1' 41Z PLT TYP. Wave FT RT=209D O% 10(0) 0. e S '•' 1 020 ' OT WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS j 648 Trussed " I"re e•[re me care In r•Drlu tt np n•ndltnq, sM1..... , +ns t.111 np •ne Dnclnq O. VVVI{V/ • Ton oN the hest set thin Dr eC51 (eul lei nq [omPonent S.4t, InrDrm.N on. Dy TRI •ntl MTIA) to a1 r• D r•c ttcea prl or to perforAlnq [nets Iunc [+o ns Inst.11ers sn•11 Drovtde temporary Dr.ctnq pe R • 1 AUnless no[ed otherNtse, t.1 chore sh.17 have properly attached structural It"':Dot to hord I'd s Ml1 Mve • properly attached rlgld cell -I Loc.[Ipns shown Tor permanent Ltera res tra nt ! Ds• aha l h.- Dr•ctnq 1-t.11ee per RCSI sec t,Dna O. N or 910. .s .ppllc.bl. A : ATE ; A L P I N E ITV Run dlnq CpmPOnepta Group Inc (1TWRCG) sh.tl not be r-pDns+ele for -y tler Ltton rr om t s v nY f.tlure to Du+ld the truss to confor Nance vlth ANSI/T.1 1. p far h.ndltnq ant PPl nq, 1-t.11 t i C 71BUHdl.g D r.ct np or truaaea App1Y D1•[es to e.ch f.ce or truss •ne pod [ton •• mown .Dove .Id pn lM1e J O`O •.`N De tan s. unless noted otM rvtse Re Ter to Or•Nl nqs lioA-Z Ior st me.re plate poll [ions A e•I h s er.wl nq or to.er p.qe ll stl nq th+a er.wtnq Inelcaes axeD t.nte nreprD reaalona engtneeringa ComonentsGroune. PPHaines Clty, FL 33844 FL COA 40 278 reaponaten + tr sold r Tor the ae.lgn anown- me awlt.pn+tr •na Wa or told ee•Ign Tor any s rpcture , lne responatDlllty of the Ru+l e+ng 0•stgner per ANSI/TNI 1 S" For n e lnfor n•tf an a [This JID's generanotesp. qe. ITN -RCS srvw Itw Dcq cow, TP1 wr Ipt n•t orq; NiCA, uw sDc+neustrY con ICC N a.fe orq SS/ pNAi.. E 4flRYIW 07/20I2 FL/-/ 4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 5"/Ft. REF R6666- 32045 DATE 08/07/12 DR W HCUSR6666 12220091 HC- ENG KD/DF SEON- 183380 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kibeVV-KNI, - tlm AV. Ker00T -- 4441 J. tlm AV.. Janrora - bl) Top chord 2x4 SP_#2_12A Bot chord 2x6 SP #2 Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 55 plf at 0.00 to 55 plf at 2.88 BC- From 20 plf at 0.00 to 20 plf at 2.88 BC- 697.00 lb Conc. Load at 1.31 Wind loads and reactions based on MWFRS with additional ChC member design. 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3) 0.162"x3.5" nails, toe nailed at Bot chord 4 F-- R=107 U=19 8-11-12 1- -7 R=292 U=51 8-0-0 2X4(A1) 14-10-8 Over 3 Support`j R-512 U=90 W=8" RL=21 Design Crit: FBC201ORes/TPI-2007(STD) s " ' _c • PLT TYP. Wave FT RT=209q(O%) 10(0) 0. .11 020 TY: FL 4 R Scale =.5" Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETS . O• IMPORTANT" FUANI SN TNIs DES To ALL CONTRACTORS INCLUDING txsTAU ENs TC L L 20.0 P S F R E F R 6 6 6 6- 32046 pi ;'`in<r1. IL eei1 o' o" ICSI1:.IldlnpnCpmppn•ntnAletypinfprm•LIon11bygTrltlr tl•WTCA) I., r n. * _ * TC D L 7.0 P$ F DATE D 8/ D 7/ 1 2 p nct+c es pr+pr ep Derrormt nq these ru nctton. Ins utter: sn•'11 P—Ide by er.clnq Der Si. Unl<.... t<. Dtn<r.+.e. lop 11,-d .h.11 h..e properly .11.Chetl Itructur•I shu thlnq •ne b-01 rtl • BC DL 1D. D P$F DRW HCUSR6666 12220092 n•n n-t .properly .tt.c nee r1g1e c< n Inv. Loc.t+ons sno.n ror germ. n<nt 1.....t ...t r., ne ATE •• s n•11 nave Ur•c,nq ,ns ulletl per ICSI sec tl ons Il. R) or R1 G. .s .ppl lc.hl• A • t, _ ALPINE ITW 11"11e,nq cpmpp...11 Group Inc IITWICG) .ran ] rapt Ne resppns+hle ror .nr tler,a,pn from th,s'gl!.Q •. (• O P•.• :` BC L L 0.0 P S F H C E N G K D/ D F ray }., lure tp Ou+le LM1e truss In con Corm. race .,th ANSI/TPI 1 or !or h•ntlltnq •nIDD,nq, tnsull.lIg-' ••• •• i, 1 C1nq pr trW..e. Apply plate. tv e.Cn race pr trpa .ne ppsIt+* A Anp.n .epve .ne pn the Jpin ....OR •• TOT . L D . 3 7 .0 P S F S E O N - 183385 deans. Wnless notes pth.r.+s. R. rer to tlr..%.1 160A Z ror .t•ntl•re pt.t. p-l"11 n. A ...1 pn th er.., nv pr CpNer p.ve l+.t+nq th1. er..I ,ne,t..es .t-cept.ncd Dr prnress+on 1 <nglneer,nq , J IV U E D U R . F A C . 1.00 FROM CT YlBuildingComponentsGroupnC. resppnsm n+ty solely ror tn< tle.lvn .h..n Tne ."+uh+l+tr •ne pse pr tnls ees+vn ror .nr :trot tore +s the respons e n Ity pr the Ru+ttl,nq De•Ivner per ANs]/TPI t sec.z For . re +nrorm.t+on see. Tn+s Ipe s ,ea 07/20 1 2 HainesGty, FL 33844 vener.l note. Dave. ITW-RC. ... _. Cro tom TR1 ... tp+n•t pro. WTCA ....seC+nd..t".Com. FLCOA# 0278 ICC ...1ccs.fe.Drq SPACING 24.0" JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 10477-KMJ - LIM AV. KerooT -- L4L/ J. tlm AV., )anTora - uL) Top chord 2x4 SP_#2_12A :T2, T3 2x4 SP #1: Bot chord 2x6 SP SS :B2 2x4 SP M-31: Webs 2x4 SP_#3_12A :W2 2x4 SP_#2_12A: Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 55 plf at -1.09 to 55 plf at 2.88 TC- From 55 plf at 2.88 to 55 plf at 8.21 TC- From 55 plf at 8.21 to 55 plf at 14.67 TC- From 55 plf at 14.67 to 55 plf at 25.09 BC- From 20 plf at 0.00 to 20 plf at 12.00 BC- From 20 plf at 12.00 to 20 plf at 24.00 TC- 162.00 lb Conc. Load at 2.88 TC- 107.00 lb Conc. Load at 5.33 BC- 71.00 lb Conc. Load at 2.88 BC- 292.00 lb Conc. Load at 5.33 Wind loads and reactions based on MWFRS with additional C&C member design. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)-0.18 a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X4-- 8-0-0 3X10 (A1) - A "' '^, - . k / - vnv- - - 3X6 (A1) _ 4X6= L< 2-10-8 J- 5-4-1 _I_ 6-5-7 _I, 9-4-0 I i< 24-0-0 Over 2 Supports R-1472 U=259 W-8" '"+ m 4 R-1068 U=188 W=8" RL=66/-66 c_-P sA784 a, Design Crit: FBC201ORes/TPI-2007(STD) -4 V r V PLT TYP. Wave FT RT=20%(O%) 10(0) 10. 11 02 Y. FL 4 R - Scale=.3125" Ft. WARNING- READ AND FOLLOW ALL NOTES ON THIS SNEETI • 0 R E F R 6 6 6 6- 32047IMPORTANT" FURNISH THIS DESIGN TO ALL CDNiN AC iDN$ INCLUDING INSTALLENS T C L L 2 D D P S F Tru3[<3 r<gulr! <S1r c.r< In nbr+ca+ng, n.na nag. Snlpptng insl.n+ng !no brectng .< *. _ * T C D L 7.0 P S F DATE D S / D 1 / 1 2rono" Ln< lu<[L <en,on or lcsl (lulltling compin<m s.nty Inrormettln, by nI !ne NTCAI ror !• uc t+c<3 Drt Dr Lo D<rrorm, ng Ln<se re nc t+en3 Insl.n <r3 sna 1 DroN+e< L<mpo r!ry 2r 1% D cS e • nil3[ noise etnlr"1s<. too cnore Sn!n n.« DroDerly .LLlc n<e [ ucturll me. tn+ng !ne bottom %o "e • BC DL 10.0 PSF DRW HCUSR6666 12220102snetthl.e t lLl.c nee + la ce+t+n Locltl ons snoNn * • ! proper Y r 9 9 ar Derml nenl 1l Lerel restrll nt • 3 nln n..< br.ct ng ,n3t. n <a per cs] S<cl+o ns u, v or nD. .3 epD nclbl< ATE ••• ALPINE ITN Suu al", Compenl.1, GroeD Inc (1TV Cc) Shen net b< r<wenllbl< rer !nr e<.ta,en rrom tn+ • / BC L L 0.0 P S F H C- E N G K D/ D F ny flllure to butte Lhe [ru [s 1n coot orml n[! "I [h ANSI/T.I 1, or ror h•ntlling shlDDtng Ina L111{,ro •• O••• N` brectng Dr Lru33<[ Applr Dla<3 LD <.cn r.c< er Lru33 .ne pe3n+Dn .! mD"n .boN< .ne on tn< oetn ••w.L R\ ••• ` TOT . L D . 37 .0 P $ F S E O N 183394DeLet13. unless neLeO olhe rNt se Neflr to er!"I ngs 1{DA-1 ror sLen elrtl D1![• posttten[ A sell o } ••N.•••• er.Nt ng er eo.<r D.g< 1,St,ng Lh,3 er a+ns. Ine+cl L<3 billty. nc< of Dr a r<ss, Dnll <ngtneer+ng e7 css+, - A` D U R F A C . 1 . 0 0 FROM C T2ufldlngComponentrGroupnt. r<SDDn3+bnny Sot<ly ror Lh< deNgn Sne"n rn< Se+tlb+t,ty .ne u3< or tn,, a<agn ror .ny Structure +3 '` emu th< re SDons+b+l+ty ar the lutletng 11 lgnlr Der ANSI/Tll 1 S<c 2 For m e 1nr Drm[tlan s Th,s lob'[ Haines City, FL 33844 g<n<rn not<S D!9<, ITN !cc """ ttNecg cDm Tr] NNN tD+nst org. NiCA ..".sbc+ntluscry tom. 7/2012 FLCOA#0278 ICC: """ tCc3.1, -, SPACING 24.0" JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 10477-Kn3 - tIM AV. KerQ0T -- 4g4t 3. LIm Av.. JanTora - 1111) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP #1 Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X6= 4 X 4 =_ 3X5(A1) = H0308= 3X5(A1) ise 24-0-0 Over 2 Supports R-954 U=164 W-8" RL=76/-76 -40 Design Crit: FBC201ORes/TPI-2OO7(STD)PPLTTYP. 20 Gauge HS,Wave FT RT=20%(O%) 10(0) 10- WARNING"' READ AND FOLLOW ALL NOTES ON THIS SHEET' I ESION TO ALL CONTRACTORS INCLUDING INSTALLERS e IMPORTANT" TURN ISH THIS OE S • e to /. Drlc. t+n h.nel+n ..... 9• D• Dp+n Inst•Il+n •nE % In R r to =r D, q q Trussesreputreez [rene 1111S. foflovtn• 1•[e st eettlon f rRCSi (utlel nq Component S•r•tr Infarm•tl on, Dy Trl •ne NTCA) f [ rnlnq tnl pr•c [lcef prl or Lo perlOse funC [loni In.[•11lrs 11.11 D,Ovlde te.: er......cl nq I, a Uhl... notes otnery Le coo more sMll nave DrODer1Y .tbahee structur.I fhe•tnl nq •ne Oat[a nore f n. 11 n•v! • properly •tta hetl r1g1e ce11+nD LOt•tl ons .npvn for perm nl nt l.t...1 1.str1+n .1 " D; a n•11 nave Dr•ctnq 1n.Gllee per RCsI sec trans RD N or R30. •s •ppllu Dle ys ALPINEITNRUIlelnvCo ... h hts Group Inc. (ITWRCG) sb11 not be respanslDle ror .nr eevla bn fro" 1I Iny !• I lu re t0 Dully thetruss In C-1.1 •nte .111 ANSI/Tri 1, or for n•nell, shtpptnq, t_t• t 71BuildingI`— r•clnv or Lr..... ADDI1 D1•tes to e•ch I.ce or truss .ne pos+tlon .. .noun •Dove .hd on the Jo4I Oebtls, unie.. noted atnerNl se Refer [o er •wings 16IA-2 ror at•ne•re pl•[e pOstttona A ...1 1. Corn onen1.5 Grou PP nc. el• v1n! Or cover p.9e 1+Sttl" tn+s er•v+nq, Indl.•te. •ttept•nce oilDrf..Ihg,h..r+nq Haines City, FL 33844 FLCOA90278 esponsl Dtl+ty .olely ror the Best qn snovn The su+t•D1I1ty •ne u Or tnls eea+gn for shy strut [u re Lne re.Dons+Dtl+ty of the Rul lelnq Des+Rner per ANSI/Trl 1 Sec .2 For n e tnrOr.•ttan a Tn+. ]O D' Dener• I no tea p.Oe. ITWRCG vvv I WDCD cam, Trl wv tpl nst arq, NTCA vvv .eclneusery tan ICC "" Itts•1. ary OT? A1 C ATE , 019 all 4 ORVQP'--* 70NAL wtNalif07/ 2012 REo_o R-954 U-164 W-8" FL/-/4/-/-/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24. 0" 8-0- 0 Scale=.3125"/ Ft. REF R6666- 32048 DATE 08/ 07/12 DR W HCUSR6666 12220096 HC-ENG KD/DF SEON- 183381 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L I III ncl uuI cnv his. aanl LIT u - niiA) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 0-5-4 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X4= 4X4= 3X4(A1) 3X4= 3X4(A1) R-286 PLF U=49 PLF W-3-4-0 RL=23/-23 PLF 0-0 _1_2-0-0 24-0-0 Over 2 Supports Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT RT=20%(O% 10 0 - W 0.1 WARNING" HEAD AXD FOLLOW All NOTES ON TNIS SNEETI IMPORTANT" TURN ISN TNIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS . T ru ues r eNtrene c e to r•ert to n n tin h+ uc • e In Inst•n to •m er.cln Rer t .n. equ re •r 9. 9. s pp 9 g 9 R foll.N the ..test edltlon pf sCSI Uu a d+np CONDone nt Safe LY Inf oP-11dn, er TRI •ntl .cl, ror Slorpriort, Ie top these runt t+one Inst•11ers anal r,ct..e tSh-thry Dr•c+ng per Sl T unless notes otnerNl se. tpp tn,ra snnl n.Ne Properly •tilt hee strut t,ra she•tntng .ne eottoN ny,re s hall nave • properlY •aahetl rf gltl cell ng Loc atom sno"n ror per". ne n[ Ltera re sires nt pQi LeR shall nave e'Rctn9 Ins Ulled Der sCSI sectlpna sD A or t10. •s •ppltc•a e ALPINE TY sulltll np Components Group Inc (IiN CG) sn.11 not esponslele any devl tt I- tht % any Nllure to Dultd the truss In conf ores C. Ntth ANSI/TRI 1, or ror h•ndl+nq, shlppl np. Ins [•lilt erscing of trusses APply plates to esch f•c• of truss and R,a ttpn •s shown •Dove and on the Joint De Ulls, unless noted ptn<rv+se Rerer t, dr•Nt n1s 1f oA-z ror standard plate p,ltttons A sea on th er•Nl ng or cover p•qe listing [hilt tlr•Ntn9. tntltc•tes acceptance of P,.,:.a ones enpt neert ng I Building Components Group ne. resod-IbIlIty .,Illy ror cne design sho., The su+t•en+ty and use or this d-191 Tor any , ruct,re I. Haines City, FL 33844 t"` r.sp,OLef+o.tr T the .u+yV+ng Dea gner per ANyyfTnl T set z ror NNNy +nrorNat,n 1:.1. tTnl. jol., ty goner. qe. llrv-see N.+tNec g.coN. TRI N [pins[ or,, WTCA sec +neu.vr c FLCOANO278 Icc NNN [altar' M' — Ww l.17 yt; jVd is ATE.Q OR pP•.•<c, ZONAL 4raewuu Z 07/2012 RE03q R-286 PLF U=49 PLF W=3-4-0 FL/-/4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24.0" 0-5-4 F 7 0 0 Scale=.3125"/Ft REF R6666- 32049 DATE 08/07/12 DR W HCUSR6666 12220097 HC-ENG KD/DF SEQN- 183382 FROM CT JREF- 1UOG6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 110c7y-nn3 - Lim AV. neroot -- cvc/ a. tim Av.. ianTora - rly) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12At Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 X 8 =— 4 X 5 =_ 8-0-0 3X5 (A1) J A'+= 3X5 (Al) aFoS2 I 9-0-0 I 5-11-15 I 9-0-1 I fE 24-0-0 Over 2 Supports R=954 U-165 W-8" YtltuUW R-954 U=165 W-8" RL=64/-64 01 DS PLT TYP. Wave Design Crit: FB T R1OR2e0sf//TOP/I-20007(STD)Q"•'- 02 •' OT 1 FL 4 -/R/- Scale=.3125" Ft. ALPINE 71Building COT onentg Grou nO. P P Haines City, FL 33844 FLCOA#0278 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET' • 20.0RIMPORTANT-- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Truaaea re<utr< e"treme care inf, brlcatlnp, n•ndlt np, .h1DDtng, Installing .nd b...... R Ind rpnpW the lobo <d+tipn Dr asI Ifpnainq cp.ppn.nt s.retr Inrormaivn. by ni .nd urcA) r t» Pr,c [tcea Prior to Derfor m+nq tnes, ru nc"loll. Instal ters shall Provide temporary br.c 1n9 p, ua,as nptea otner„ise. tpD cnpra anal have Prppertr aucn<d strpctpra .n,aninq and be to a a n•n n.., • property It, ned rigid c,+n nv Loc•ti ono •noun ror perm. nent Logy: r,svan r flsh•tt n•.e br•cina Inat,ned Der fcsl aecaons u. n or uD. a •PPltc,ae. 6 ITW Building component. Group Inc (ITWRCG) :hall not be responsible for any d..+•t+on rrpm any r•n pre to bp+td tn, Iruss +n cpnrorm.nce v.th ANSI/TPI 1, or for h.nailnq. snippin ina 'Jq'Ry y or acing pr [rp.... AP P1Y P1•t,a to <.cn r.C. Dr tr Ws. and ppa a pn ., an*,, .b,,, and on the a t Details unless npt.d olherNts• Refer to dr•"I nq. ]f OA-Z for .Land, rd plate p... tions. A sa•1 n draWin. or c...r D•9e ltst+n9 In+a or•N+ng. +n dic,t,a ,cce Pt•n— of <prof-11— engineering'•' r,sPDna b n ltr .oletr rpr the d,a vn :no The .W+t.b+Tllr and W. or tn+. d,.+qn for any at...t eyj the respons+bn+ty or Ind fun ding O,aigner Per Axs UnI 1 sec z. Form a +nrormatpn s Thts Iob' q,n.ra npt,s pave, ITNfcG N.. _P'iI con. T.I WW" [Dinat.org. WTCA. v.N.sbcindu.[ry cps. I[t:.W—c-af, orq Or R/. VT • ATE • t Q C O `O g i•`ga 7S o A A t l_7rM OU 07/2012 T C L L TC DL BC DL BC L L TOT. L0. O U R . F A C . SPACING 7.0 10.0 0.0 37.0 1.00 24.0" P S F P$F PSF P S F P $ F E F R 6 6 6 6- 32050 DATE 08/07/12 DRW HCUSR6666 12220098 H C- E N G K D/ D F S EON - 183383 FROM CT JREF- 1UOG6666Z04 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I10L77-Kr13 - LIM AV. KerUUI -- C4L/ J. CIM AV., JanTora - M`JA) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 0-5-4 3X5 (Al) 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8= 4X5= 3X5 (Al) 42_2 L 9-0-0 I 6-0-0 I 9-0-0 I 24-0-0 Over 2 Supports R=954 U-165 W=8" R-954 U=165 W-8" RL=64/-64 0. r'_ 0-5-4 F 7-0-0 Design Crit: FBC201ORes/TPI-2007(STD)Q"•' _' 4l "••' PLT TYP. Wave FT RT=20% O% 10 0 10. .1 .020 ' QT 1 FL/ 4 R Scale=.3125" Ft. MASH THIS D READ AND FOLLOW ALL NOTES ON THIS SHEET] w- / • R E F R 6 6 6 6- 32051IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. a Or 6-4/{ : T C L L 2 0 .O PSFF Trusses repulre er Creme care In re Drtc. t+n., of n.11 ng, anlppt ng. lns[all+ng .n. Dr.c+.. A e to na V-fV / r ollom the I:U1_ e.ltlon or fCS. (f u11a n. Component S. rA11 Inform•L,on, Dr TII .a. NTCA) To ty• T C D L 7 0 P $ F DATE 0 8 / 0 7 / 1 2 p r.cN Ce. p.... . per....... tnefe rU n...... Inanllerf fh.11 prgv+.e [enppr.rY 11-111 pe 1* " " Unless noted otnerv+se, Iop Chor. sh.11 h.ve properly .0 C,.d s... Ura shean+ne .n. Dotto nor. BC DL 10.0 PSF DRW HCUSR6666 12220099analMve . properly at.cned rt.Id cetltnf loc.t+ons sno"n far perm.n..t 1. ter.1 rostra nt T Ds• s hal hrre Dr.cing I.sbile. per ICSI sections q. N or 910. es .DDll-ble A : ATE • ALPINE ITN full.... Component. Group Inc IITNfaG) anal nut bA resppns+Dle ror .nr aernt,nn rron e • • B C L L 0.0 P S F H C E N G K D/ D Fv r.+lure Lo DN,I. the Iruas In —1 r + n f - c o m. nce " t ANSI/T 1 1, Or ror h. n.11n s-Dptn9. +nst.l te or .r, ng pr trNa s. ADply pL tes to e¢h nce o! [r usf .n. poa tton n fnpvn .Dore ... on the ILOR`O ••••`(TOT. LD. 37.0 PSF SEQN- 183384Detr,ls. un Ls:•note. oth...Is, IlerAr to .,.Ming, 16DA-Z ror stAn..rd pl. topoatlonsfen s ^ `_ 1 6ulldln Com On•nts Grou nC. .r.vl ng or corer p.qe 1,ttl. [n1f .r W Ing, In.lules--pb.ce of proresslo..l engtn% ng 9 P P refpona,en Icy fa irolneaesl.n shrn.eauy.n.or lnL.eslgn for my ,tru'RySsjONAi.DUR . FAC . 1.00 FROM CT the reapoa,Dtl+tyofthefu+l.+nq0ealgner per AHSI/Tfl 1 Sec ., for n re .nlorm.[+an s ThD'a Haloes City, FL 33844 .emerr naef p.fe. ITN-fCG' wu 1["bcg con. TII ... tpinst org, NTCA ... abcl.d ftry Apm 07/20 1 2 SPACING 24 . D° J R E F 1 U D G 6 6 6 6 Z D 4 FLCOALk0278ICC " sne .ry 4Q11{IIW THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I10477-KFIJ - LIM AV. KeraoT -- 4441 J. LIM AV.. aanTor - Mla/) Top chord 2x4 SP #1 Bot chord 2x4 SP M-31 Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. 5X12= 1.5X3111 5X12= 8-0-0 5X7(A2) _ - " V yV 5X7(A2) i-o-aEo3a L 7-0-0 _I, 9-11-15 _I, 7-0-1 _I 24-0-0 Over 2 Supports 1 R=1838 U-315 W=8" I dlltllilllp R-1838 U=315 W-8" Design Crit: FBC201ORes/TPI-2007(STD).f7 Q—# — F PLT TYP. 20 Gauge HS,Wave FT RT=20%(OD/D 10(0) 10. .1 02 • OTY FL 4 R Scale=.3125" Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET- • O. 20.0R E F R 6 6 6 6- 32052IMPORTANT" FURNISH TNIS OE SIGN TO ALL CONTRACTORS INCLUDING INSTALLERS : T C ILL P $ F Trusses Ire es [reee car. to ra Drtcat,n ha ndlln 111119to Installtn .nd brain Re sad • reRu p p DD 9 9 9 ronD" tn. heat .eltlan r Nne+n .r t Inr rma+ n b n .ne NTu r r • T 7 P F C91 , 9 CORDonent 9 . r D D r 1 , :.r. * C DL .0 S DATE 08/07/12 state. pr, or to perform,.. these rU n...... Installers shall p— de t.m1Dra ry Dratn9 D.r C • Unless noted of h<rHtse. I., chore shall have Drpperly attached structural sheath,ng and bottgm hh ard • s hall have . pr operlY atbcnee rlg,d cnl,ng. Loutl ons shorn !or Derm nent Intern rests nt b i ATE • BC DL 1D D P$F DRW HCUSR6666 12220100 s"all nave Drac, np ,nst.I%d Der eCSI sec ttons u, V or e10. a apDl,c able .{ y Ia • ••• 4 ALPINE ITN IId1n9 C.RDDD.n. Gr... Ina "T"CG) ahal, " t b• reaDona,ble rar anY eevLttDn from [n e •• •• (, CAI/• B C L L D. D P$ F H C E N G K D/ D F any (allure I. bulls the tr use ,n cDnrDr ea nt. N+th AN91/TRI 1 or far ha ntlltn9 shtpp, n9 tnsI IDDD ® • • V b ractn9 of trusser App1Y "I".. to each race pf truss .ne pDsltiDn as shg"n .Dore ane on the Jot ••• C O R` •• ` TOT. L D . 37.0 P $ F S EON - 183392 Oeta ls. unless no Ue otherHlae Rerer to Or w,n9s If OA-2 ror sU"lord DLte Dos,aons A sea / •••••• d raN n9 Dr caves page 1Lt1 n9 thts tlraW n9. ,ndl ores aceDtaae of Ororesa Dna n ,n.er,n •V\-/\'' O G OUR FAC 1 00 FROM CT71BU114din.com.;onents Irou.nC. res 0p 11,111ty solely it, the dalgn sh,.. The su,tabllltr .nd use Df th,a deslgo fDr .nY9a[rut[ure 13e y ` Haines Cl FL 33844 apona bn ,tr or the Gul,e+"g oes+gner per AN51/TRI I sec 2. For ROr! +"ror•aa On tee Thla Job'a NAIL DI ty, g. 1 I ".tea p.9.. ITN eCG HHH ,t"btg tom. HHH tpl"at or9. NTCA. NHH abc,nea.try toR. FL COA H0 278 Icc ... ,tc..f. Drg SPACING 2 4. D° J R E F 1 D D G 6 6 6 6 Z D 4 18299-RHS - Elm Av. Reroof -- 2427 S. Elm Av., Sanford - HG7A) Top chord 2x4 SP #1 Bot chord 2x4 SP M-31 Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-5-4 1 6X8= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-1-2 overhang. 1 . 5 X 3 III 6X8= 5X7 (B1) = 5X7 (B1) I 7-01-0 I 10-0-0 I 7-0-0 I 24-0-0 Over 2 Sup ports R=1838 U=316 W=8" ,00: „00e./yam- R=1838 U=316 W=8" 0-5-4 7-0-0 Design Crit: FBC201ORes/TPI-2007(STD) 47 V •" `" "F -' PLT TYP. 20 Gauge HS,Wave FT RT=20%(O%)/10(0) 10. 11 02 TY. FL 4 R - Scale=.3125" Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETS • IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS c.re +n r.Drtu c, np. NnO t+ng. %'%... .. I " ing .na Dr•c+ng) RerFusses "Me., I p,tou the latest eel t... or eCsl (..IdItnp [pnponen[ safety ,nro r..t+on, DY TII •n0 WT[A far S pr.c t,ces prior to per rorm,ng these r nc c+on: In:cn tern .na l Prer,ee temvpre ry Dr.c+nv oer s • p ropers •et•c nea sveccura sna. tnln .ne Doctpn p a • Unte.. noted ptnervt .e. cop cnore sna 1 nave y g hell n..e . grope r,y rtbtnle rlgle ce111np Leu tl Ons sneHR far permanent ,. [er•1 res[ra n[ we9js: O i * ATE • Q T C T C BC L L D L DL 2 0. 0 7 . 0 100 P S F P S F PSF R E F R 6 6 6 6- 32053 DATE 0 8 / 0 7 / 1 2 DRW HCUSR6666 12220101 ALPINE 1 Bulldln Components Group ne. 9 PPHainesCity FL 33844 FL COA NO 278 snot n. ve Drexlnp lnst•11ee Per eCsi sec [loos e]. eT or RIO. .: •ppllu Dl. .i ITW eulle+ ng C—ponents GrOUP Inc. (ITWeCG) sn•11 not be respons[et, f- any de— 1- cn11; Any 1e+ lure t0 Duna the truss In coot Orn•nce W1th ANSI/Tpl I, - For h•nell nv, .M1,pping, Instetl• r.ctnp or trusses App1Y plates to each lace Of truss •ne pOsltlOn .. snpWn •Dove and on the U010 0<ta1s. unless ne tea acne..ls. Rerer to er w+nps leOA-Z For sc me•re plate posltlons A sea de. Wl Rv or ce.er P.ti sting thl. ereW,ng ,neic ' .c apt.nce ore Prpre ss1%.1 engineer, sponslDm ty -1,1y f- the eeslen sh— The -1 t.en+ty and u Or thls eeslgn rpr -y structure th! rl sPOns+Dltlty pi the eu11e1ng Designer P!r ANs"Trl I Sec.I. For n e InrOr..... n . This ]OD's g.nera note: p .. ITN eCG WHW 1[vDcg [Om iri v"" tp+nst Org; WTCA W"W :Dt,neu:vy cnm, Ica ... ,cc.• r. erg I A. Q • v O R, ••• 1 0 A1 A ry-`Vr - ' r „ wu!1 07/201 2 B C T 0 T OUR SPACING L L L D . F A C . 0.0 37.0 1.00 24 . 0" P S F P S F H C- E N G K D/ D F S E 0 N - 183387 FROM CT J R E F l U 0 G 6 6 6 6 Z 0 4 THIS DWG PREPARED F(OM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. kA --nno - — —1— -- cv , . CnD —. an]uru - nuol Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Hipjack supports 2-10-8 setback jacks with no webs. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. 2.83 F-- 2X4(A1) L-r--1-5-0--J 4-0-13 Over 3 Supports- R=125 U-27 W-11.314" 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R-52 U=16 R=21 U=0 Design Crit: FBC201ORes/TPI-2007(STD) f " Y • PLT TYP. Wave FT RT=20Yg O% 10 0 0. .11 20 Ty FL 4 R - Scale =.5" Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET] T C L L 2 0 . O P S F R E F R 6 6 6 6 32054IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLEAS • Trusses r•aulre extreme care In f. brie. [1n n.na In Snl • a. a. pping. In•c.11ing .na br.cing <rI,yn VAT DATE 0 8 / 0 7 / 1 2rpnp" tn< Lt<st <e]clan pr ¢sI Putlet np camppn<nt s.retr inrprm. clpn, br ni .ne urcAl ror r It • T C D L 7.0 P $ F p r.c [tees prt or to perforn+ng these runctlpns Inst.11ers sn.11 pravtee [<mpor.ry Dr.ct ng Der I. • Unless notes otnerutse, [op chore shal hwe DroDerlY .[t.cne0 atructpr.l s%.tning .. bottom p E E • ee DL 10.0 P$F DRW HCUSR6666 122200935M11n•ve . properly .t[.cnee rlple cet ling Lau [tons snoun for Oerm.n<nt Ltera rests nt .s VE • n.n n. r< br.cl ng ]n:ca 1<a p<r ¢sI .<ttlons u. v or u0. ...vpu a.a< ALPINE ITu .ulleing C—p.... L, Group Ina IITNpCG) anal not be re:vonstble rpr .ny tlevlalon rrpm [hL •-• P o OP• B C L L 0.0 P S F H C- E N G K D/ D F ny r•Ilurc to bulls the truss In Cpnrbrm•nc< H1Cn AXSI/Tri ]. Or for n.neling, snlppin nst.lta • R • b r.ctng of lrus se.. App1Y a ass to e.cn f.xe pf truss .ne posltlon - sham .bov• .nego n'tn< JalnL /w •••••O: ` •••• ` TOT L D 37.0 P $ F S EON - 183388 Oeta is unless notes of ne r"I se Re rer to Or wings leObZ rpr st-d.rd pl.t• positions A sul on l Yllulldm. Com onenta Grou nc. ering or ap«r p.g< 11.ang tnla erwing, lnetaa <a .—pt.na< as<pr 1-s1-1 <ngl--g rptt rPP-sp—SIbIlIty folly rpr the e<slgn sno— Tn< ault.blllty .ne u or tnl, design for .ny s < is /ONAL q D U R . F A C . 1.00 FROM C T tn< r<.Donstbtltty o! the Id", Designer Der ANSI/Trl 1 Sec 2 Fpr m < Inrprnalon . tTMsu]pb'. f.•.."D//2DI2HainesCityFL33844g<n.ra npas D.e< ITN iCG. """ IL"bog Cam. T.I. v"v [pins[ org, WTCA """ sDclneustrY tam. 1•MYN.^ FLCOAL #0278 Ice rg SPACING 2 4.O ' J R E F 1 U O G 6 6 6 6 Z 0 4 Itt..r< p THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 10477-MMJ - t1M AV. MerooT -- e4Lr J. tim Av., JanTora - Mal/) Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approvec 1/5/2012 by ALSC. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. PROVIDE (3) 16d COMMON (0.162"X3.5") NAILS, TOE NAILED AT B.C. 2X4(A1) L----- 1 - 5 - 0 --J R=348 U-62 W-11.314" 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 9-10-13 Over 3 Supports R=179 U=59 1 +10-4-3 2-7F12 R=397 U=37 1+8-0-0 Design Crit: FBC201ORes/TPI-2007(STD)Q"•'' q -% PLT TYP. Wave FT RT=20% 0%) 10 0 10. 1 .020 OT 2 FL 4 R Scale =.5" Ft. WARNING`• READ AND FDLLON ALL NDTES ON TNIS SNEETI IMPORTANT^ rURNISH TNIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLER 48 T C L L 20.0 P S F R E F R 6 6 6 6- 32055 l russes regutre eTlreme care to !•Drt utt n9. n•ndI'"'. ahipping, Install... and br..... R e to 'd olloar the Llesl eeltlon of R[sl Uulldtnp Cowponenl S.retr Inrorm.tlon. by Trl .nd NTCA) !o ly• Ar T C D L 7.0 P S F DATE 0 8 / 0 7 / 1 2 p r.cttces prtpr to perrprming these Tu nctton Installers steal pr Quids tempor.ry eracln, De f • 7A,T. DRW HCUSR6666 12220094Unlessnotedo[M1ervtse. [oD chord sM1.11 haveaprope rly •tt•chetl s[ruc to r.l she. thing sod bot[o hard t shill h.ve . properly •11Acned r+v+d ce+l+np L•v•t+nns snoa,n ror Derma neat T.lerrl restninl I ..bit s n.n n..e eralnv +n d.n ee Der fcel seta Dns u. A orRID....DDn c. ele. 4s A i BC DL 10. D PSF ALPINE III w n ding cpmppnent. GrppD Inc enuecGl .n.n nDt b. re.von.Iel. rDr .nr aeNtalpn rTom tQ g• r.tlure BC L L 0.0 P S F H C E N G K D/ D F ny to bN+ltl the truss ,n conform. nce vl th ANSI/Tr1 I, or ror h.ndl+nq. shl Dpl np 1-t•I[tL/ b r.Dlnv pr trN..e:. Apply olae. tp ..Dn r.a Dr trust .ne Dod don .• anoNn .dove .nd Dn Ih. ao Gt 0 De tits, Meter N L 0 RHO• TOT. L D. 3 7. 0 P S F S E O N- 183389untassnotedotherNts• Co dra"I nps if DA-Z for s[•nd.rtl D1•te posl tt ons. A s..l X M1 s d r. llad lnd+c•tes 1•••• i P/2012 FROM C TIBUlldlnyComponentsGroupn0. CItyFL 33844 FL COA #0 278 vl ng or cover Da 9e ng tots dr:_g. •cceDt.nc• of 'Toon•1 en9l neert n9 I reso... Iblllty solely for the design sh... The-I-blllty and use or this d..tpn rpr any structure vp tM1e respond ptlt ty of the fulld+ng Deslgner per ANsI /Trl 1 sec I For m +nrorm•tlon se This Joe's gen.r.l note. p.qe ITV.fCG Nw tt"bcg tom. Trl w [pinst •rp, VTCA vvN .ec,ndusvy.com, ICc ... I-W. Drg s' O` Haines11 mu D U R . F A C . SPACING 1. 00 2 4. 0" J R E F l U 0 G 6 6 6 6 Z 0 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. L lo—v -nnJ - tl IIII AV. Ktr -uui -- C4C/ J. Cull AV., Jtpfll Ura - f1J/A Top chord 2x4 SP_#2_12A Bot chord 2x4 SP_#2_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. PROVIDE (3) 16d COMMON (0.162"X3.5") NAILS, TOE NAILED AT B.C. 0-5-1 7- 2X4(Al) L----1-5-0--J R=348 U=62 W=11.314" 139 mph wind, 15.00 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=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 9-10-13 Over 3 Supports Design Crit: FBC201ORes/TPI-2007(STD) s PLT TYP. Wave FT RT=20%(0%) 10(0) 0.1 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Trusses re pulre e. trem. c. a to r. prlc•[I nq, h•ndllnp shtp0l np Inst.11l nq •nd br.ctnq Ref L n follow the i. to s[ etlltlon ofrRCSI (Rulltll nq Component S.f ety Inf orm•tlon, by TRI .nd VTCA, for f p r.ttices prl or to Derrorml ng these Tu nc [+On3 Inst.tlers sM1•11 p-1 tle temporary br.clnq I,S1 I Unless n tetl o[herNt se. I.. cnord shall nave Droperly .ttac hed [tructur•1 .,.thing end b.1— tw Id s n•11 have • properly attached rlgld cet lIng L.—I—I shovn for permanent 1. ter.I r.......t pQ eha.b shall have bracing In[t.11ed per RCSI —duns RD. 17 or 110, •. applicable V ALPINE ITY Rulldln Comp. vents Group Inc IITYREG iMl1 not be re ' q ) [pon[Ible far •nr tlevl•[1on !rom "I[tOnyLllretobuildInetruceInconrorm.nce vttn ANSI/TRI 1. or for n.ndll nq sM p01nq Insta lar.ctnp of Lru ue[. ADp1Y pl•I— to uch !ace pf truss .no poslllon 11 Movn •bole and on In. JpInL el. I s, unless n tea otherNl se Rerer [o dravin s 1GOA-Z for rt.nd.rd l.te osltlan A .1 n nvvp [ e o f 6, r•N nq Dr -l- page Ilstlnq this dr.ving, IndlcAtes acceptance of proles.l once englnee r+nq[ I BI1.... .....On.. "m... nC. resp onslblllty [Olely for the d-Ign shovn The -I t.blllty end u.. or thl. design for .ny structure Is the re.pons1 b111 ty oT the Gulldlnq Deatgn.r per AMSIJTRI 1 Sec.r. For m e Inror m.tton [ Thl[ Job's Haines Clty, FL 33844 pe ne r•1 notes D•9e ITV-RCG wN 1t.bcq Co. Trt• HNN tpl nst orq, HT CA HVV sbclndustry tom, FLCOANO278 Ic0 Y Iccs.re "q 11/0204-2-e' /-'i1TY 4 A I t V I' J: V„/ONAL an+wwwu/07/2012 9-5-8 R=204 U=67 2 -1 7-0-0 R=372 U=29 FL/-/4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R6666- 32056 DATE 08/07/12 DR W HCUSR6666 12220095 HC-ENG KD/DF SEQN- 183390, FROM CT JREF- 1UOG6666ZO4 I ofikcE PERMIT PACKAGE PERMIT # /Z ct 38' - 11 . 4.. r fTr fi- CTr- 2'B' v7 m 1 N a CE m Z31 V J O UO J LL CD P1 7 J J 5 Yv N 0) N N N N LD j U O UO J LL ® N N U N M U N N N N co N I N J O U O Q CO J LL0 N N U Ln U N CD cl N U co C1R LL1 C 1 9 5CD 3 J 1 G1 EJ3J J u_) 1 2.6_ m 0 N 49 4 ' 11'4" YOUR CONTACT FOR THIS JOB IS RLRN CRSEBOLT PHONE (321) 436-1147 TRUSSWOOD Roof & Floor Trusses 3620 Babb Lane P.O. Box 5366 Titusville, FL 32783-5366 Of F i ce : (321) 383 -0366 Fox: (321) 383-0362 E-Moil:GENERRLOTRUSSW000.NET WWW:WWW.TRUSSWOOD.NET CUSTOMER: RHS CONSTRUCTION j JOB NAME: 2427 S. ELM AVE. DATE: 08/07/12 JOB NO.: 18299 MODEL: BUILDERS WRRNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTRLLRTION TEMPORRRY RND PERMRNENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMRRY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETSN FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. RLTERRTIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE RCCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS RRE MISSING OR ARE UNCLEAR, PLERSE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 20-07-10 = 37 PSF WIND SPEED: 139 MPH CLOSED "B" 2'8" SPACING: 2'-00" DRAWN BY: CHARLES PITCH: 4/12 OVERHANG: 1'-00" CANT.: ---- BEARING SIZE (s) : 8" SOURRE FT.: WRLL HEIGHT (s) : 7' -00" B'-00" GENERAL NOTES DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM) A)ROOFS -20 PSF WIND DESIGN LOAD INFORMATION - PER FBRC 2010 SECTION R301, REF ASCE 7-10) BASIC WIND SPEED (V.) = 139 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 r) FOR WALL LOCATIONS .283 PSF, +212 PSF FOR ROOF LOCATIONS .499PSF,+122PSF CAST IN PLACE CONCRETE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1', AND HAVE 2 TO 4%A82 ENTRAINMENT AND A MAXIMUM WATER/CEMENT RATIO OF 050 Z ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60 3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6x6kW1 4xW1 4 WVJF SHALL BE LAPPED AT LEAST 6' i CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6' FIBERMIX OF EQUAL SPECIFICATIONS MAYBE USED IN LIEU OF WWF 4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 310 LATEST EDITION AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301 WOOD CONSTRUCTION 1 WOOD CONSTRUCTION SHALLCONFORM TO THE NFPA-NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION INDS) 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 2X8'c OR DEEPER TO BE SYP NO 2 GRADE PREFABRICATED WOOD TRUSSES 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 5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN 12 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN 12' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED 6 MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS BOLTS AND THREADED RODS 7 ALL BOLTS A THREADED RODS TO BE ASTM A307 OR BETTER(U N O ) MASONRY WALL CONSTRUCTION 1 HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2DDO PSI (Im = 1500 PSI) 2 MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1" 4 COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3IG' AND A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI 5 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT 6 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 6-1T U N O REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED 7 REINFORCING STEEL SHALL BE LAPPED MINIMUM 26'UNLESS NOTED OTHERWISE ON THE DRAWINGS 8 HOOKS AT TOP t BOTTOM OF VERTICAL REINFORCING BARS TO TIE BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9 EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN TIE BEAM EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED DRAWING INDEX TRUSS DESIGN LOADS TOPCHORD LL=20PSF TRUSS FSLOPES OR GREATER) SH NO GLE TYPEROOFCOVER)- DL OPS — — 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 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 PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSF1-03 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 4. LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED ( EXCEPTION SPMSP65P8 MAY BE SUBSTITUTED FOR SSP OR SP1 CBOT PLT i SP2 CTOP PLT) 2 FOR MORTAR JOINTS LESS THAN 1/4-, PROVIDE (1)A5 VERT IN CONC FILLED CELL EA SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT TO FTG ) 3 WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 4 MISSED TIE BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH ( 1) SIMPSON MTSM16 TWIST STRAP WITH (4) 114'Nb1/4" TAPCONS TO MASONRY AND (7) 10d NAILS FOR UPLIFT LESS THAN 860 LBS USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS) NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW IF GIRDER CONNECTIONS ARE MISSED, CONTACT ENGINEER OF RECORD FOR SUBSTITUTION CS1 COVER SHEET & ROOF DEMOLITION PLAN 01 DEMOLITION PLAN 02 FLOOR PLAN 03 EXTERIOR ELEVATIONS 04 EXTERIOR ELEVATIONS 05 ELECTRICAL PLAN S1 FOUNDATION PLAN S2 FRAMING PLAN S3 LINTEL PLAN SD1 DETAIL SHEET FIRE DAMAGE REPAIR 2427 S. ELM AVE. SANFORD, FL 32771 REMOVE 4 DISCARD RAFTERS AS SPOBIN lTYPJ OFFICE BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 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 AND REPLACE ROOF SYSTEM REPAIR CMU WALL PER PLAN. ADD VERT. REINFORCEMENT PER PLAN. REMOVE AND REPLACE WINDOWS AND DOORS AS REQ'D. REMOVE AND REPLACE ELECTRICAL COMPONENETS AS REQ'D. REMOVE AND REPLACE HVAC SYSTEM (BY OTHERS). PERMIT # SANFORD BUILDING DSPT. THFSfi P FOR PERMIT.IEWED A PERMITISSUEDSHAL-IBE ACC pTEDVIOLATE. THE TRUED ATO ElND NOT AS AUTHORITYRTOEEO WIT CANVVORKCEL. ALTER, OR SET ASIDE ANY OF THE AL - NORSHALL pROVISIONS OF THE TE7CHNIC HIC 4TDESTHE BUILDINGISSUANCE OF AERMIT P DEPT FROMTHEREAFTERREQUIRINGS RUC11 noM OF E PLANS. OR OTHER ERRORS iO ON ON5 H HE CODES - ISTRUC ON ROOF ROOF DEMOLITION PLAN 1 /8"= 1'-0" T m HCO q LVU04 c OJ ZMN r — N LL Q- mUZoz) zZ Q V w Oa a f- p W WLU LU ILL VJ P O F- WH- > O w Nw O LL 2 cn U06 a LU rel ; 04LLIa Q LU w c~ pU) 0 Ill LIL z p wNitQ d lLNfnTW/ LIM/ AML CMEC SSPE RHS - ELM AVE scALE AS NOTED DATE 08 20 2012 icS1 5-, of.10 DEMOLITION NOTES: 1. G.0 TO CONTACT DESIGN PROFESSIONAL IF EXIST CONDITIONS VARY FROM PLANS 2 G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE REMOVED AND REPLACED AT G.C's DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED BY SMOKE 4 ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND REPLACED. 5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT G C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO ELIMINATE ODORS/STAINS LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED _ _ _ REMOVE t REMOVE t REPLACE EXIST. i REPLACE WINDOWS / II WALLS, DOOR t APPLIANCES REMOVE t REMOVE t r-- _--- -- — REPLACE EXIST. REPLACE EXIST I Fn_ I WINDOWS WINDOWS — I I I II I rEXIST- LJREMOVEt REPLACEMOVEtlrQPLLIMBFIXTURESPLACEDOORS I EXIST. WALL TO BE REMOVED AS REQ'D. j REMOVE t REPLACE c FOR NEW DOOR r1 WALL t WINDOW EXIST. DOOR t WALL TO BE REMOVED I I REMOVE t FOR NEW OPENING I I REPLACE EXIST. / PER PLAN I I REMOVE t REPLACE WINDOWS / WALL t WINDOW I I I / I REMOVE t REMOVE t LEXIV6TTOBEAM iIREPLACEREPLACEEXIST. BE EXIST DOORS DOORS p PA I REMOVE t REPLACE E I I WALL t WINDOW L REMOVEt — — REPLACE EXIST. T----- T---T--- WINDOWS REMOVE t REPLACE WALL, DOOR t WINDOW REMOVEI REMOVEt REPLACE EXIST. REPLACE EXIST. WINDOWS WINDOWS DEMOLITION PLAN 1 / 8"=1'-0" i N V1j w Q' O ww Lu cqM o. t7 p Ow cwi LJ O a m CD N 0V_ NM OJ ZMNNLL 04 C co < OF ppUZZ 0 W Oa L O Z 0 w J Q F- 0J F- C H G WW Lum C) d r- Q' u M D Q LL Q 1 0 W a. c~ pU)0 0 W N Z CL LL N (A ITW/ UW AMLUw AMLCHECKED SSPE Jot RHS - ELM AVE AS NOTED 08202012 01 aHT 2 os 10 GENERAL NOTES: 1 WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY WITH 2O10 FBC ENERGY EFFICIENCY CODE. 2 DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. 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. 5. DOOR FROM GARAGE MUST BE A MINIMUM 1 3/8" SOLID WOOD 20 MINUTE FIRE RATED DOOR. 6. H.V.A C SYSTEM TO BE SIZED AND DESIGNED BY H.V.A C. CONTRACTOR 7 REFER TO FLOOR PLAN FOR CEILING HEIGHTS 8 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 9. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 10 IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O C. FRAMING OR 5/8" GYPSUM BOARD FOR 24" 0 C. FRAMING (112" SAG -RESISTANT GYPSUM BOARD MAY BE USED I L O OF 5/8" GYPSUM). 11. PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A SEPARATE CLOSET) 12 ANCHOR THE CONDENSER UNIT TO SLAB USING 1/4"x1-1/4" TAPCONS TO ATTACH 4"'L' BRACKETS INTO THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON EACH CORNER TO ATTACH THE'L' BRACKETS TO THE EQUIPMENT EXISTING SQ.FT. CALC'S EXISTING LIVING 1.104 SQ FT EXISTING STORAGE 37 SQ FT. TOTAL UNDER ROOF 1,141 SQ FT LEGEND II I I I I I I I I I I I I I Hatch Indicates NEW Cmu Wall T O.W. @7'-0" A.F F. Hatch Indicates NEW 2x8 Framing Load Brg ) Studs @16" o c Hatch Indicates NEW 2x Non -Load Bearing Frame Wall Studs @ 24" o c. 0 Indicates Existing Wall To Remain Indicates Grout Filled Cell With (1) o Vert #5 Cont. Ftg To Tie Beam (8'-0" 0 C. Max U.N O.)(Refer To Notes On Cover Sheet) EI Indicates Grout Filled Cell With (1) Vert. #5 For Conn To Exist Tie Beam/Ftg Refer To Dll 4/SD1 xxx Component Design Pressure (p..) EXISTING COMP. TO REMAN 20.7166 2r2 34 HR ± 72 9 EGRESS 23 SH N-FILL FRAMES E= EXIST. OPENING PER DETAIL 4W 14/SDI co r —1 ANEW BASE I I CABINET 2668 1 1 226x-30' MIN. ATTIC 2668 ACCESS EXISTING 5 TO REMAIN LSD 34 SH I642 5H n F;I207 I I 64; i zzo I I NEW UPPER 4 EXISTING BASE DOOR TO CABINETS REMAIN EXIST. KITCHEN I I 10 Lu 0ILXIST. REF DINING 2668 F'KT II II II I I 4. EXIST. LIVING ROOM BEDROOM 2 i = i iN-FILL EX15T OPENING I PER DETAIL I 14/SD I 34 HR (3) 24 SH EGRESS n.7 zD 3E6 FLOOR PLAN 1 /8"=1'-0" 2) 3040 514 1rD17.9 NOTE G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. LOCATIONS OF NEW REINFORCEMENTS MAY BE VARIED BY CONTRACTOR +/_ 8" TO AVOID BLOCK WEBS AND/OR OTHER IMPEDIMENTS IV-4' Dill, re a 'Ja m IT1LrriGLG Y D I EXISTING STEPS IrrI t TO REMAIN 00 rr EXIST. FAMILY ROOM a CLG. 9 N N 9 + i o M r zr o 3040 5H I 279 . 7r o S 179 zlO a CV V ' C_ CV O0 C O w tM 0 10 Q F J 1 p m O F COCO C? o zC) o_j n¢N LL c MZ O CoUZ 0 U)Z W Oa of a C'4 O Z Q LLI F 0 2 a LILI O 0 W X LL C i alra d 1— M 0 LLI Q LL a J t W 0dC/a0 Lu W I--z IX[va CL LL C V to TW/ LJM/AML CHECKED 5SPE RHS - ELM AVE AS NOTED aTE DO 20 2012 5HT 3 OF 10 02 WF- Q0 ZO a UNW ASPHALT SHINGLES TO MATCH EXISTING 12 4 x FAFL FI'L DR: uj ui TO MATCH m. 0 EXIST. it GV 2,; w O K i SIDING TO MATCH O EXIST. CV 10 o O CF'R ow FM BFTF GRADE FAH SIDING OVER FELT OR BUILDING WRAP w Q 7AS TO MATCH EXIST. coa F CO co y I- - NLL ZMN OJ FRONT ELEVATION NLL Q n N Ncl) W oUZ v g W Oa ir w13 aNp Q UU a m U) o Z o Q o F- J Q ai i F > 2 y W 12 Q4 ASPHALT SHINGLES o W TO MATCH EXISTING O N C miOEARMGo a C: m O. CcaQ w d I- W W N q) N C SIONG TO MATCH ° W Q J WEXISTZ LL Ail- - - - Z GRADE 6FF. FAMIL7 17iw U O (n O W ZN dLLN(ni a DElIGM DMNNTWI UW AML SSPEO RIGHT ELEVATION w Jot RHS-ELM AVE7 p1/V—_O" SGE AS NOTED wTe H 08202012 103 K aw SMT 1 OF 10 WFQ Z O a c) U OFF -RIDGE ROOF W VENT CTYPJ ASPHALT SWW.LES TO MATCH EXISTING 12 4 DEARPYs r t It W yN O W SIDING TO MATCH w_ a EXIST. w ym'-m• W. FAM. Rt 6FF. GRADE o O O I. SIDING OVER FELT o OR BUILDING WRAP TO MATCH w OEXIST. w Q 50 REAR ELEVATION 1 /8"=1'-0" N m N U , N co o C ZMN OJ r N LL N fnNN W C Q(h ZH pUZ v=igLLlOa w U z N O C a 5 vi o Z o 0 L o W H Q C1 Zu H F- w U ASPHALT 5NMGLES J TO MATCH EXISTMG g w Lo Q 4 o O N O m m I_m ocowQ w d t- Ld r- q) C i LLISIDINGt0MATCH EXIST. Q J C LL W 0FNFLR AFL R't ELFF. W 0GRADE LLI ~ EXIST. STEPS TO GRADE TO REMAIN o Z 0 Q L 04 U) DElIGN DMMMTW/WM/AML SSOCHECKED H LEFT ELEVATION o RHS -EIJA AVE 0 l E AS NOTED 1 /8"=1'-ON OwTE 08 20 2012 04 a w NT 5 OF 70 ELECTRICAL NOTES: 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 d 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. NOTE ALL EXISTING ELECTRICAL OUTLETS 3 FIXTURES NOT ADDRESSED TO REMAIN. ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH OUTLET 110-115 F.I. OUTLET 110-115, GROUND FAULT CIRCUIT INTERRUPTER OUTLET 110-115, WATER PROOF 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 LIGHT FIXTURE, RECESSED Cr LIGHT FIXTURE, VAPOR PROOF m RECESSED EYEBALL, ADJUSTABLE LAMP HOLDER W/ PULL CHAIN FLUORESCENT FIXTURE QQ FLOODLIGHTS TELEVISION OUTLET Z TELEPHONE OUTLET 4 INTERCOM CHIMES SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR O EXHAUST FAN OO DISPOSAL L DISCONNECT SWITCH O ELECTRICAL PANEL F CEILING FAN, INSTALLED CEILING FAN, PREWIRED J JUNCTION BOX O DIGITAL THERMOSTAT METER VIi _ j ( I XIbT. wC FOR Dw I I EXIST. i I H e EXIST. BEDROOM I i I KITCHEN H I i IG I II r_ O I I O db LAAJ I I EXIST. DINING o II I I / • db EXIST i EXIST. BEDROOM 2 LIVING ROOM ELECTRICAL PLAN 1i8"=l'-o° EXIST. FAMILY ROOM i I 44Elul GF1 a D_ t` M 0Qu- Q LU 0 W C-)dcn0 O W C-4 QaLLN (n Joe RHS - ELM AVE scuE AS NOTED DATE 06 20 2012 05 sHT 6 ov 10 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN 6" AND SEALED 2. PROVIDE 3-1/2" CONC SLAB W/ 6x6xW1 4xW1 4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN TERMITE TREATED COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBRC 3 FBC EXISTING 2010 EDITION) 3. VERT. S5 BAR TO BE HOOKED AT TOP 3 BOTTOM (FTG S TIE BEAM ENDS) W/MIN 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END LAP SPLICES SHALL BE NO LESS THAN 25'. 4 CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 5. EXTERIOR SLABS SHALL SLOPE 1/4' PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 85 CONT. FTG. TO TIE BEAM (8'-0' O.C. MAX U N O.)(REFER TO NOTES) INDICATES GROUT FILLED CELL WITH (1) VERT. #5 FOR CONN TO EXIST. TIE BEAM/FTG REFER TO DTL. 4/SDI FIATCN INDICATES--"' EXIST. SLAB TO REMAIN FOUNDATION PLAN 118"=V-0" uia CV cq O N 0 to S LL D Q co COHcli C ZC7N Q) N LL CO * M ~ O o O) 00UZ z w Oa a 0 x W Q d a ry W N o LU i co 0QLL Q 2. W c~>pcn0 Lu W n Z EcQ CL cV 0 oEs cH OCHECKED SSPE f W Two Z RHS - ELM AVE s E AS NOTED w DATE 08202012 o• Z S1N_ 2 SHT 7 OF 10 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" 0 C MAX UNLESS OTHERWISE NOTED CONVENTIONAL FRAMING SHALL BE 16" 0 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. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 7/16" 0 S B OR 15132" (MIN) PLYWOOD REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS TRUSSES) PROVIDE PLY CLIPS Q24" 0 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 CONNECTION NOTES: ALL TRUSS TO EXIST MASONRY CONNECTORS TO BE SIMPSON MTSM16 w/ 4) 1/4"x2-1/4" TAPCONS U N 0 ALL TRUSS TO NEW MASONRY CONNECTORS TO BE SIMPSON META-16 U N 0 SEE FIELD REPAIR NOTES ON COVER SHEET FOR MISSED TIE BEAM STRAPS ALL TRUSS TO FRAME CONNECTORS TO BE SIMPSON H10(SINGLE PLY) OR H10-2(2 PLY) U N 0 MTS20 OR BETTER TO BE USED ON ANGLED WALLS ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U N 0 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 SO FT. OF CLG - AREA OF FREE VENTILATION REQ'D 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE CONNECTOR LEGEND HEADER SCHEDULE TAG HEADER FASTENERS(U N O) EA END OF HEADER NOTE NOTE: 1 MTSM16 w/ (4) 1/4'12-1/4" TAPCON TO CMU 2)2XS'sWI (6)16EEND NAIL BYPASS IEXISTING EMBEDED TRUSS ANCHORS ARE NOT TO BE REUSED THESE PLANS ARE NOT TO BE USED FOR TRUSS FABRICATION CONTRACTOR TO FIELD VERIFY TRUSS META16 H2XE 1/ Z' SPACER STUD TO HDR 0 EA. END I SPANS, OVERHANGS, SLOPES AND OTHER TRUSS NOTE GEOMETRY PRIOR TO TRUSS PURCHASE/ 3 LTS12 TRUSS TO HEADER 1 REFER TO DETAIL 11 SHEET SDI FOR BYPASS STUD ON INFO FABRICATION. DBSS INC. IS NOT RESPONSIBLE FOR 2 HEADER SIZES SHOWN ARE MINIMUM REO'D PER LOCATION LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS 4 HGAMIO EXIST BEAM TO EXIST CMU COL PROFESSIONAL PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 FL10456 H10 H10. 2 H3 HTS ( ALL) LTS ( ALL) MTS ( ALL) SSP ABA ( ALL) FL10519 2 HGA10 FL11470 j LTT19 FL71496 N LSTA ( ALL) FL10652 p LSU ( ALL) FL10447 w MTSM16 I FL11473 1 w c c c ROOF FRAMING PLAN 1 / 8"=11-01. rn a N a 1A 7 N C" 10 LD O 0Q 8 m CD cmco1D cm FCO nO CO c Z N o-j NIL 7t cl) 0 0 Z U)Z W 0:z of a A O w w Q IL h W I a W N o c') 0 Q LL W zWL) 0cn0 ao ' O N Z a ti N W N DElIGM H OCHECKED SSPE CIm TW/UM! AML Z Joe RHS - ELM AVE W a E AS NOTED p y mm08 20 2012 T a S2 it FSXT 8 OF 10 PRECAST NOTES: 1 PROVIDE FULL MORTAR HEAD AND BED JOINTS 2 SHORE FILLED LINTELS AS REQUIRED 3 INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS 4 LINTELS ARE MANUFACTURED WITH 5-12" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING 5 ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180 6 BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY 7 7132" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE 8 CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS 9 SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1 ALL VALUES BASED ON MINIMUM 4" BEARING EXCEPTION SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-12" SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 8" NOMINAL BEARING 2 N R = NOT RATED 3 SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED 4 SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR 5 ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL 6 ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO S5 REBARS IN 8" LINTELS ONLY 7 THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT- 8 FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT 9 ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. TYPE DESIGNATION fF = FILLED WITH GROUT U = UNFILLED LXFX-XB LINTEL MARK NOMINAL HEIGHT J L N OF BARS Q BOT S5 REBAR AT TOP MIN (1) REO'D 1-12" CLEAR CIVIL) k PRECAST LINTEL a GROUT (PER PLAN) 5 REBAR AT BOTTOM OF LINTEL CAVITY (PER PLAN) BOTTOM REINFORCING PROVIDED IN LINTEL TarncTUAL VARIES) 4' NOMINAL WDTH PRECAST LINTEL LOAD TABLE COMPSITE WI 1 M5 TOP J< BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN CAST-CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTTS CONCRETE, AND FLORIDA ROCK IND MARK MAX CUR OPENING 6" DEEP 14' DEEP 22' DEEP 38" DEEP 8" DEEP 16' DEEP 24' DEEP 32" DEEP L1 11-6" 39U 3665 X X 3156 6039 9OD4 10000 L2 7-2" 2745 3665 X X 3166 6039 9004 1DODO L3 T-2" 1384 3865 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 5350 L5 5'4' X X X X 1261 2653 4D49 4849 L6 6'-2" 524 N/A X X 1055 2542 4029 5047 LB 81-0" 340 N/A X X 635 1534 2436 3127 L9 91-0" 293 N/A X X 483 1170 1857 2404 L70 10'-fT 212 WA X X 483 1170 1857 2555 L71 11'-(" 171 WA X X 488 1224 1956 2721 L12 17-0" 128 N/A X X 419 1053 1692 2341 L13 17-0" WA N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 842 1352 1879 L16 161-T WA N/A X X 272 611 988 1380 L18 18'-(T WA WA X X 240 611 14W 1980 L20 20'-0" WA N/A X X 183 61D 1300 1831 L21 20'-r N/A N/A X X 183 610 1300 1 1831 L22 27-8" N/A WA X X 130 470 1250 1 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN ex L3F12 = L3F8) LINTEL PLAN 1 /8"=11-On III Ia' 1wo wLL N_ a ri n O u u N do y few 4r Icq W Q JLL K y O m HCOD Ncmcn Z WO-JrjN r goLLnNN W n Z ch Z t= mUZ 00 U) Z Q U) W Oa A O X w Q W aW N y > LLI fh Q LL s J n Uo( n0 LU LU o N OZ Q aLLN(n DE11DN f QcHecic o SSPE w I U1 W TW/ LJM/AML 1 a • RHS - ELM AVE ow xl LE AS NOTED 0 00 20 2012 rc S3 ax aHT 9 1 10 ROOF NAILING PATTERN ZONE: Bd RING -SHANK .b' OL. EDGES 4 12' OL. FIELD ZONE: ad RING -&HANG .b' OL. EDGES N Tl' OL FIELD ZONE: ad RING -&HANG .b' ors. EDGE& 4 b' OL FIELD NOTE: ALL ROOF SI-EATH1W. JONTS TO BE 5TACe ERED OROOF NAILING SCHEDULE DETAIL N.T.S 2xS RIDGE M1 MIN00-10do"IMAVE MlM slamIMM MIN1M IN MIN=M E1- BUCK SPECIFIED BY WINDOIW DOOR MANUFACTURER 1JQILL - L WIDOW AND DOOR ASSEMBL1 5 TO CONFORM TO FRC 2010 2. 2X FR SUDKS/NAILERB SHALL EXTEND 19ETOND INTERIOR FACE OF WINDOW, ITEM BUCK TO MASONRY W/ (1) ROW OF 3A&'X4' TAPCON6 6' FROM ENDS AND 16' OL. MAX TAPCON5 TO BE 1 V1' MIN FROM EDGE OF BUCK 3 15UCKS LESS THAN 2X TO dE FASTEMM WWOUT NAILS OR EQUIVALENT, STRUCTURAL CONECTION OF WINDOW TO 6TRUCTURE BY OTHERS IN THIS CASE 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3.Td7UB OF I0dX3' NAILS STAGGEREDdIV OL .EA SUCCESSIVE BUCK S. MIXING OF N AND 2X BUCKS SHALL BE PERMITTED FOR THE SAFE OPENING IF WIDOW MANUFACTURER AND PLAN REMINEMNITS(FASTENING) ARE HET. S. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWB OF bd NAILS .K' OL. FASTEN W6IDOIW TO 2X PER WIDOW MANFACTURER'S SPEW OWINDOW / DOOR BUCK DETAIL N.T S H25. EA RAFTER TO RIDGE BEAM 3" O yrFa W STIR OR L5TA24- L. K RAFTER TO W PLATE TO TW55ES BELOW N N OR V4'x4' LAG PLAN VIEW 2X4 VERT. SCREWS EA PLT. TO TRLSSBELOW OTYP. OVERBUILT VALLEY FRAMING DETAIL N.T.S. NEW 5 vERf. WSTALLATION NOTE. L INSTALLATION WW EXIST. FTG AND TIE BEAR DRILL A 3/4' DIAMETER HOLE (MX b' DEEP) IN EXIST TIE BEAM AND EXIST. PTO AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SMPSON STRONG TIE EPDXY OR EQUIVALENT USE MANUFACTURES INSTRUCTIONS) ASSLIFE TWIT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY U5NG COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTUREWS SPECFIGHTIONS, THEN GROUT FILL CELL USE 25' MIN LAP SPLICE AT BAR EXIST TIE BEAM TO REMAIN NEW V2' SAG -RESISTANT CLG. BD AS REOD. NEW PT NAILER - AS REGD. NEW V)' DR'YWALL- AS REOD. EXISTINGPRECAST LINTEL TO REMAIN NEW WD TRUSSES .24. Or. PER PLAID PROVIDE INSULATION AS REO'D. By ENERGT CALCULATIONS (BY OTHERS) HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF RAN) HEW ASPHALT &HRY,LES APPLIED ACCORDING TO MANIF. 9PEC) ON (2) LAYERS B' ROOF FELT ON ROOF SHEATHING ON ROOF TRIS5E5 AS REQD. ALUM DRIP EDGE xb FASCIA x4 CONT. SUB -FASCIA ./ (2) 10d ETD NAILS VENTED ALUM SOFFIT INSTALL PER MAMF SPEC.) EXISTING TIE -BEAM TO REMAIN N WINDOW PER W FLOOR PLAN NEW V2' SAG -RESISTANT CLBD EXISGT 2x4 TOP PLY.T. T TOREMAIN S& P .Ib' Or- TOP PLT t0 HDR15TUD HEADER PER PLAN REFER TO DETAIL II/SDI FOR STRAPPING . OPENNW PRE- ENGINEERED WO TRUSS, 24' OL PROVIDE INSULATION AS REQD BY ENERSY CALCULATIONS (BY OTHERS) HIRRICAIIE ANCHOR AT EACH TRUSS ( REFER TO ROOF PLAN) ASPHALT SHINGLES !APPLIED ACCORDING TO MANIF SPECJ CN ( 2) LAYERS B' ROOF FELT ON ROOF SHEATHING ON ROOF ALUM DRIP EDGE b FASCIA 2x4 CONY. SUB - FASCIA m/(2) I0d END NAILS VENTED ALUM SOFFIT ( APPLIED ACCORDNG TO MANF. SPEC) REFER TO ELEV. FOR OVERHA4 a WEXIST. WINDOW Q TORI7'IAN GUNNER I )- L ' EXIST WINDOW SILL TO REMA W ROOF DECKRY M A IIREMOVE PROVIDE INSULATION REPLACE WIDOW PROVIDE INSULATION BE BETWEENFUGdR STRIPS SILL AS REOD AS REOD B7 ENER-S7 EXI6TNG FINISH TO W j y REOD BT ENE77 CA_ CULATIOIS (DY EXIST PRECAST CALOILATIONLS (BY ppyAN m 2X6 RAFTERS • OTHERS) CONIC SILL To OTHERS) In LIJ 24' O.C. REMAIN EXIST. 1x4'F O 4REFER TO NOTE I FOR NEW P.T. FURRING TO REMAIN MA 70 VERIFY 1' W S 2X4 VERT . 48' OL NSTALLATION OF FEW) 2'-C' OL. AS EXISTING FINISH TO MAX ADD N REOD, Vl' EOV, ' h n ABV. T"SES i i S VERY. IN GROUT RE Fag -LAW 55P -16, OL. STAID DIA ALLROD ul/ BELOW NAIL TO FILLED CELL TO BOY. PLT THREAD WASHER (&' FRAM ENDS AND .32' Or- MAX.) DOLL W j O i i RAFTER •TOPNEWPT NAILER AS REO' D. EXISTNG CMU WALL EXI6T. Pi tx4 BOT EPDXY WY 6DMPP,ON SET w K it PLATE AT BTK UU/ (2) TO REMAIN PLR. i0 REMAIN EPX (MI11EMBED O Qd NAILS I EXIST F EXIST. FLOOR INTO EXIST FTGJ O FIRE ENG. LLD. TRLSSES BEL EXIST. STEML ALL TO TSTET•I MAIN FLOOR SYSTEM FATLT W o p I AEI ' D ELEv -r- r REMAIN (TYPJIrEXIST. FIG TO GRADE GRADE REMAIN (TYPJ I W DBL 2X4 PLATE SIDE BY SIDE ALONG VALLEY- SGL. 2X4 PLATE ABOVE TOP ` CHORD OF TRUSSES- ATTACH W/ (2) Dd NAILS . EA_ INTERSECTION OR &' OL. O NEW VERT. REINFOR. 4 DETAILPRE- ENGNEERIED WD TRUSSES • 24' Or_ HURRICANE ANCHOR AT EACH Pi 2. WV 4.d NAIL .3' OL. TO 7FNI136 (REFER TO ROOF PLAN) NAILER Cf1U W1ALL CMU WALL NEW ASPHALT 5HNGLES PER PER APPLIED ACCORDIG TO PLAN PLAN RUNNRG DAR MANF. SPEC) ON(2)LAYERS FELT OVER ATHI SHEATHING PERHEATHNG (FASTENPERV. O PLAN2,-& AFF. TOP OF Pf 1x WW [4) EO. PT 7xb NAILER Wl/ I/j• SPACED 3A6'x4• 41 rll 5PACED SAG -RESISTANT TAPCONS !lu/ 3/li'x4' TAPCONS- BOARD . CEILING ALIU'L DRIP EDGE W,&_ ERS) 6' MAX FROM TOP AND I./ WASHERS) 6' MAX FROM TOP 4 58- FASCIA BOTTOM HUD BOTTOM MIL W/ ! 1) Imd 9 CURER BAR NAILS . EA TRUSS EXTERIOR 2. WALL EXTERIOR 2x )WALL PER PLAN PER PLAN GROUTED CELL TIT. SIDLE TIE-BEAMGROUT W/ (U5GOAT. GROUT VENTED ALUM. SOFFIT INSTALL PER MANIF. ALL LAPS 75' MIL SOLID (LLNO) REFER TO ELEV FOR OVERHANG N W 6x6x16CONIC, BLOCK LAP SIDING ( INSTALL PER MANF. SPECS) OVER PT. RJR STRIPS TO MATCH EXIST EXIST. CONC.- SLAB TO REMAIN TO WALL SECTION @ NEW CMU FOUNDATION EXT. FRAME WALL CONN. O TYP. CORNER TO BLOCK WALL 1/2"=1'-O" WALL REINFORCING ramp . F. A. 6&P •• I STUD TOP_ T. TO GRDUT TIE SEA COARSE SOLD HO'M. 6' CMU- US C0NT IN TIE PROVIDE HANGERS TO HOLD BAR N PLACE DURING POUR REFER TO MAN SPECS FOR PACING REQUIREMENTS IF REQUIRED 44AYiR5 NOT REQUIRED F LINTEL BLOCKS ARE USED AND 2' HOLD 16 MET PROVIDE 5CREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED 10 TIE BEAM DETAIL HEADER PER PLAN LSTAI6 JACK L.STA16 JACK STUD TO STIR STTO HEADERHEADER WINDOW PL ' JACK STUD - JACK STUD PER PLAN PER PLAN GC. TO VERIFY A _ 132' OL MAX ADD AS REOD, V2' DIA Al THREAD ROD W WASHER 16' FROM BIDS AND -32' OL DTPAS MAX) DRILL N EPDXY IlkSTAID PER SIIAPSON BETETX !I'MK T-3A6' K IWTO=, D XISTWG FOUIDATION FO NDATIOJ O O NCID To FOUR U m ~ N WALL SECTION WALL SECTIONIn Z Now @EXIST. CMU -_,'- @)@ EXIST. FRAME WALL 3,8-=,'-V,, v) N NW o PROVIDE INSULATION AS C M Q O O REO'D BY ENERGY O 0 Q U W (n Z CALCULATIONS (BY OTHERS) DE 6y71LATION AS Jl C Z g ASPHALT SHINGLES REOD ST ENEW T ¢ W ACCORDING TOO MAN4F( . SPECJJ ON 6' IN6q . N' OL. CALCULATIONS (BY OTHERS) WD O 5V Q ROOF FELT ON ROOF SHEATHING ON LAP SIDING (INSTALL U a ;KTyi( ROOF TRUSSES. PERMANFSPECS) D PRE-ENGINEERED AID TRUSS. 24' OL TO MATCH EXIST. a 4I0 .EA TRUSS (I1NO) D[IST. CONK. SLAB TO W. J-BOLTS WY ELEVATRUSSTION VOWd ENIDNAILS . F IAN SPACE PEMI O J Iy' SAG -RESISTANTS / DRIP EDGE BOARD • CEILIG JLA SP . W' or_ TOP PLT. TO HDR/& TUp M6 FASCIA STRUCT. MDR . SOFFIT INSTALL PER WIDOWOPN: MANI OPEGS) REFER TO ELEV REFER i0 DETAIL FOR OVERHNG A IVSDI FORSTRAPPING OPENINGS W1111 PER FLOOR n N T S FROVO PLAN W Q uwA' AT ION AS READ B7 ENERGY CALCULATIONS (BY SIDING ( INSTALL PER OTHERS) MANF SPECS) ON APPROVED MOISTURE WINDOW SILL BARRIER OVER IXY 2.4 BOY. FLT 7x6'& . N' OL 65P . 16* OL. STUD TO BM PLT, V2' J-BOLT& UP I cIST. CONIC. SLAB TO RQ'. 1 7'x2' K M BED.) SPACE PER PLAN l' MIN EF6ED.) HEADER STRAPPING WALL SECTION @ FAMILY ROOM CLEAN COMPACTED FILL - Sr,% STANDARD DENSITY AND TERMITE TREATED 13 UNDERMINE FTG. DETAIL W Q J r- H W W W 2 rn3/8"=1'-( r LL cr OI EXIST PRECAST = Q EXIST CMU WALL HOR Q_ r PER PLAN PER PLAN NEW WIND OPENING ELEV C- C Y NEW FTG PER RAN CLEAN COMPACTED FRAMIG . 16' FILL . 85RU STANDARD OL. WK3AVd TOE V 2. DENSITYANDTERMITE 2X8SEE PT WIW EA END TREATED SEE DTL 7/SDI PROVIDE SIDFISALL SHEATHI S PER PLAN 14 FRAME IN DETAILS H M W g W Q Z W F- Qp 0 W N Z a(iO4U) m r DEUHDx DIuv. H TW)WMl AMLCHECKED SSPE D O WFINS - ELMAVE U AS NOTED D''TE m 06 20 2012 K a SD1 3/ 8"= 1'-( r UNIT MO DF TO FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 4_1_DBSS_2427_S_Elrn_St_ Builder Name: Street: 2427 S. Elm Ave. Permit Office: ` City, State, Zip: Sanford. FL , 32771- Permit Number: Owner: Glenn C Jr. and Grace Un Jurisdiction: J 7 Design Location: FL, Sanford 1. New constriction or existing Existing (Projected 9. Wall Types (1183.3 sgtt.) Insulation Area 2. Single family or multiple farnuly Single-family a Concrete Block - Irn Intl, Exterior R-4.1 1055.30 ft2 b Frame -Wood, Exterior R-13.0 128.00 ft2 3. Number of units, if multiple family 1 c. WA R. n2 4. Number of Bedrooms 2 d. N/A R. h2 5. Is this a worst case? 10. Ceiling Types (1081.0 sgtt.) Insulation Area a Under Attic (Vented) R_-0.0 1081.00 ftz 6. Conditioned floor area above grade (111 1081 b. N/A R. ft7 Conditioned floor area below grade (111 0 c. N/A R= ft2 11. Ducts R f12 7. Windows(163.3 sgft.) Description Area a Sup: Attic, Ret: RoornslnSlocki, AH: RoomslnBlock 6 177 a. U-Factor: Dbl, U-0.52 163.33 h2 SHGC: SHGC.0.30 b. U-Factor: N/A ft7 12. Cooling systems kBtu,'hr Efficiency SHGC: a. Central Unit 24.0 SEER:14.00 c. U-Factor: NIA f12 SHGC: 13. Heating systems kBtulhr Efficiency d. U•Factor: NIA h2 a Electric Heat Pump 27.8 HSPF9.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 30 gallons 8. Floor Types (1081.0 sqft.) Insulation Area EF: 0.910 a Slab -On -Grade Edge Insulabon R=0.0 1081.00 W b. Conservation features b. NIA R= ft2 None c. NIA R= h2 15. Credits Psta1 Glass/Floor Area: 0.151 Total Proposed Modified Loads: 24.55 PASSTotalStandardReferenceLoads: 30.82 I hereby certify that the plans and specifications covered by Review of the plans and 41-1-4E ST4T this calculation are in compliance with the Florida Energy specifications covered by thisFO,r, Code. calculation indicates compliance with the Florida Energy Code. nru f"". • `:ter' O PREPARED BY: Before construction is completed DATE: - 109/2y/L 2 this building will be inspected for ce. compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ZA JCODwiththeFloridaEnergyCode. WE OWNER/AGENT:Jc?r ' _- BUILDING OFFICIAL: DATE: - l o tLY/-Z -(L DATE: Compliance requires -certification by the air handier unit manufacturer thatit'he'air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection, Checklist 10/24/2012 9:06 PM EnergyyGaup S USA . RaRes2010 Section 405.4.1 Compliant Software Pape 1 of 5 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 4_1_DBSS_2427_S_Elm _St_ Builder Name: Street: 2427 S. Elm Ave. Permit Office: City, State, Zip: Sanford, FL, 32771- Permit Number: Owner: Glenn C Jr. and Grace Utt Jurisdiction: Design Locabon: FL, Sanford 1. New construction or ebsting Existing (Projected 9. Wall Types (1183.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a Concrete Block - Int Insul, Exterior R=4.1 1055.30 ft2 b. Frame - Wood, Exterior R=13.0 128.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1081.0 sqft.) Insulation Area a Under Attic (Vented) R--30.0 1081.00 ft2 6. Conditioned floor area above grade (ff2) 1081 b. N/A R= ft2 Conditioned floor area below grade (ff2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(163.3 sqft.) Description Area a Sup: Attic, Rot: RoomslnBlockl, AH: RoomslnBlock 6 177 a U-Factor: Dbl, U=0.52 163.33 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A g2 12. Cooling systems kBtu/hr Efficiency SHGC: a Central Unit 24.0 SEER:14.00 c_ U-Factor: N/A ft2 SHGC: 13. Heating systems kBtufir Efficiency d. U-Factor: WA ft2 a Electric Heat Pump 27.8 HSPF9.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a Electric Cap: 30 gallons 8. Floor Types (1081.0 sqft.) Insulation Area EF: 0.910 a Slab On -Grade Edge Insulation R=0.0 1081.00 ft2 b Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 24.55 Glass/Floor Area: 0.151 PASSTotalStandardReferenceLoads: 30.82 I hereby certify that the plans and specifications covered by Review of the plans and X". k y11r- STgT this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance the Florida Energy Code. X, : with PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. f ' with the Florida Energy Code.C U OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler -enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/24/2012 9:06 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 2427 S. Elm Ave., Sanford, FL, 32771- 1. New constriction or ebsting 2. Single family or multiple family 3. Number of units, 9 multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" . Description a U-Factor: Dbl, U=0.52 SHGC: SHGC=0.30 b. U-Factor: WA SHGC: c. U-Factor: WA SHGC: d. U-Factor: WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Ebsting (Projected 9. Wall Types Insulation Area Single-family a Concrete Block = Int Insul, E)erior R=4.1 1055.30 112 b. Frame - Wood, E)derior R=13.0 128.00 ft2 1 c. WA R= ft2 2 d. N/A R. ft2 10. Ceiling Types Insulation Area No a Under Attic (Vented) R=30.0 1081.00 ft2 1081 b. WA R= ft2 c. WA R= ft2 Area 11. Ducts R ft2 163.33 ft2 a Sup: Attic, Rec RoomsInBlock1, AH: RoomslnBlock 6 177 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a Central Unit 24.0 SEER:14.00 8. Floor Types Insulation a Slab -On -Grade Edge Insulation R-0.0 b. WA R= c. N/A R= ft2 13. Heating systems Electric Heat Pump 1.000 ft. a 0.300 Area 14. Hot water systems 1081.00 ft2 a Electric ft2 b. Conservation features ft2 None 15. Credits I certify that this home has complied With the Florida Energy Efficiency Code for Building Construction through the above energy saving features which Will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. (j Builder Signature: Date: 16 Address of New Home: ,1 S ,_ City/FL Zip: kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 30 gallons EF: 0.91 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 2427 S. Elm Ave. PERMIT #: Sanford, FL, 32771- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/24/2012 9:06 PM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None RoomslnBlock10.91 30 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC CoUectar Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply — Return -- Air Percent HVAC # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cod 1 Attic 6 177 ft2 RoomslnBlock44.45 ftz DSE-0.88 RoomslnBlo0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programablej(XXT]]hemwstatJan[:XX]jY C(eiiliing Fans: Cool FebjjXXjj Head Jan [X) Jan fX) Feb [X] Mar 7( May[XJ Apr [X] [X] Jun Jul X] XJ Aug X?J LxJ eP 4^a NovOctDec Dec Venting [ Jan [XX]] Feb [[XXJ) Mar EX) MMayayXJ [XJ [X] Jun [XJ Jul X] Aug ll xll Sep OOctct Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooing(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (W D) PM 66 8 68668866886868686 68 68 68 6666 6666 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan W M HRV Heating System Run Time Coding System None 0 0 0 0 1 - Ekmft Heat Pump 09'6 1 - Central Unit 10/24/2012 9:06 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 WALLS Adjacent space Width Height Sheathing Framing Solar Below 1 E Exterior Concrete Block - Int InsdRoomsInBlock 4.1 30 0 8 240 ft2 0 0.5 0 2 E Exterior Frame - Wood RoomSlnBlock 13 8 0 8 0 64 ft2 0.23 0.5 0 3 E Exterior Concrete Block - Int InsdiloomSlnBlock 4.1 11 4 8 0 90.66666 0 0 0.5 0 4 S Exterior Concrete Block - Int lnsLIRoomsinBlock 4.1 20 4 8 0 162.6666 0 0.5 0 5 W Exterior Concrete Block - Int InsdRoomSlnBlock 4.1 11 4 8 90.66666 0 0 0.5 0 6 W Exterior Frame- Wood RoomSlnBlock 13 8 8 64 ft2 0 0.23 0.5 0 7 W Exterior Concrete Block - Int InsdRoo nslnBkx:k 4.1 5 4 8 42.66666 0 0 0.5 0 8 W Exterior Concrete Block - Int InsdRoomslnBlock 4.1 30 8 240 112 0 0.5 0 9 N Exterior Concrete Block - Int InsdRoomSlnBlock 4.1 23 7 8 188.6666 0 0 0.5 0 DOORS Omt Door Type Space Storms U-Value hl Area FtWiln Ft n 1 E Insulated RoomslnBlock None 0.4 3 0 6 8 20 ft2 2 W Wood RoomsInBlock None 0.4 3 0 6 8 20 1`12 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.52 0.3 N 24 ft2 1 ft 0 in 0 It 6 in HERS 2006 None 2 E 1 Vinyl Low-E Double Yes 0.52 0.3 N 6 ft2 1 It 0 in 0 ft 6 in HERS 2006 None 3 E 1 Vinyl Low-E Double Yes 0.52 0.3 N 9.333333 1 ft 0 in 0 ft 6 in HERS 2006 None 4 S 4 Vinyl Low-E Double Yes 0.52 0.3 N 36 ft2 1 It 0 in 0 ft 6 in HERS 2006 None 5 W 5 Vinyl Low-E Double Yes 0.52 0.3 N 12 1`12 1 ft 0 in 0 ft 6 in HERS 2006 None 6 W 5 Vinyl Low-E Double Yes 0.52 0.3 N 24 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 7 W 7 Vinyl Low-E Double Yes 0.52 0.3 N 24 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 8 W 8 Vinyl Low-E Double Yes 0.52 0.3 N 12 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 9 N 9 Vinyl Low-E Double Yes 0.52 0.3 N 16 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None INFILTRATION Scope Method St.A CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1020.77 56.0390 105.389 0.26280 7.08214 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 27.8 kBtufir 1 sys#1 10124/2012 91)6 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Exdsting: Comment: 4_1_DBSS_2427_S_Elm_St_ Bedrooms: 2 FLProp2010 Conditioned Area 1081 Glenn C Jr. and Grace Utt Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family Existing (Projected) Rennovated Home Address Type: Lot # Blook/SubDivisian: PlatBook: Street: County: City, State, Zip: Street Address 2427 S. Elm Ave. Seminole Sanford , FL, 32771- CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1081 8648 SPACES Number Name Area Volume IGtchen Occupants Bedrooms InfilID Finished Coded Heated 1 RoomslnBlockl 1081 8648 Yes 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation RoomslnBlockl 150.7 ft 0 1081 ftz 0.25 0 0.75 ROOF Type Rod Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 1139 ft2 0 ft2 White 0.96 No 0.75 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1081 ftz N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1081 ftz 0.11 Wood 10/24/2012 9:06 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5