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HomeMy WebLinkAbout548 Red Rose Ln 18-1810; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: May 07, 2018 BUILDING APPLICATION #: 18-10000449 BUILDING PERMIT NUMBER: 18-10000449 UNIT ADDRESS: RED ROSE LANE 548 21-19-30-510.0000-2240 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG, SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 548 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housin 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKSN A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT No LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE ORDER, LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1111111111111111111111111111111111111111 Parcel ID Number:: 21- I l— 3 Q-l d-©vva-- 22 N C Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. ir•.rl{.;, i'li i(...e i itf'3f1`dGi._ir 0":Jhl"i" t::-3i_Ifi: (t C_LERK'S It 2018042390 The undersigned hereby gives notice that improvements 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. I . Description of property : LOT Z9 Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book$ l Page j0glof the public records of Seminole County, Flo da. pp ",j pp Addresses : ` 1 Iry I\dSG Lgh.t Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other docu nents may be served as provides by 7 l3. l3(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713. 13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. 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 INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 1da- Signature of Owner's Agent: _ %-- - Jo ` Asa Wright r ' Taylor Morrison of Florida In . Sworn to and subscribed before me this by John Asa Wright who is pqrsonally known to me. Notary Public DA Clark My commission expires: 6/27/19 Serial No FF 209108 N a ignature: Nd, P • AND- EPP A ttfO .T•. i C1d'e r "6n ursua t t n 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read theStrfiat1a1tedinitaretruetothebestofmyknowledgeandbelief. REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ME,CHANICAI PERIGIIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 137 Job Address: S' ? P,t,1 Lui7z, Historic District: Yes No F2 Parcel ID: 21-19-30414 -0000- 2 k4 0 Residential [) Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE LOT NUMBER : 121 Plan Review Contact Person: Daphne Clark Title: Phone: 4 7-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Arch itecVEng i neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: SU/A Address: Mortgage Lender: N/A Address: CBC1257462 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. 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signatur of Owner/Agent Date TAYLOR MORRISO F FLORIDA INC Print Owner/Agent's Nam Signature of Notary -State of Florida Date Sign re of Contractor/Agent Date JOHN ASA WRIGHT Print ContractodAgent's Signature of otary-.tate Date Pu#(, la. k CtARMC my COMMISSION f FF 209tf EXPIRES: June 27, 2019 Dl P, CU4R!f MY CO t 41SSION t FF 209108aI"VYBMW TAM ilttApa"t Naakry &arnices a,"''%o "`°, EXP1FiES: ,ltlne 27, 2019 Owner/ Agent is yE Personally Known to Me or R ndeQ ThN 9u t p Contractor/ Agent is YES Personally Known k1elor Produced ID __N/A_._ Type of ID Produced ID _NA____. Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical® Mechanical a Plumbing® Gas[] Roof Construction Type: jib Occupancy Use: Flood Zone: 2- Total Sq Ft of Bldg: Min. Occupancy Load: C1 # of Stories: 7- New Construction: Electric - # of Amps I' Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes No a # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: ° A-7,0-1 FIRE: Ok to construct single family home with setbacks shown on Fire Alarm Permit: Yes No' WASTE WATER: BUILDING: 5f, 5,31-k% Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l Documented Construction Value: $ 2.32 , 0J, 0 ,UO Job Address: Sqg gt R esx LGhL Historic District: Yes No 0 Parcel ID: 21-19-30-S Io -0000- 22y Q Residential [X Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move El Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOKPHASF LOT NUMBER : Ng Plan Review Contact Person: Daphne Clark Title: Phone: 4Q7-257-6240 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property?: NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signatur of Owner/Agent Date' Sign re of Contractor/Agent Date TAYLOR MORRISO F FLORIDA INC JOHN ASA WRIGHT _ Print Owner/Agent's Nam Print Contractor/Agent's Signature of Notary-S to of Florida Date Signature of NoiM6- tate Date 4•A: P4ct, D.A.0 p,Rlc zw;P& MY COMMISSION t FF 209108 , ' 0. A. MARK EXPIRES: June 27, 2019 * * MY COMMISSION I FF 209108 rtlFdt tiondodfAru@y q°tNnarry5enkes p. EXPIRES: June '' w r cR`O BuWeO Thro Bodpel No Owner/Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known %Wbr Produced ID ,N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricai Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ^ WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 4— 1 SM7 7M- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphnePpermitspermitspermits.com Property Address: 548 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2240 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FEW New structure 0 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) W-W0 "s WR , , MR "ffl, U" Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain 17-71floodway F-1 A portion of the parcel is in the: 0 floodplain El floodway FEW The parcel is not in the: Wilfloodplain E]floodway F-1 The structure is in the: Ofloodplain F-Ifloodway El The structure is not in the: F--l floodplain F--l floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#18-1810 Reviewed by: Michael Cash, CFIVI Date: April 30, 2018 13 Application for Right -of -Way Use for Driveway, Walkway & Landscape 0 R I %D,,, Department of Planning & Development Services 0P 1877 — sirnfordfi.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407,688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. I&, f A Know wtial-s bOlOw, axF W _ . 0811 before you diff. 7N0BZ/ )9C4 1. Project Location/Address: Y V (,J V os,- t a 2, Proposed Activity: 16 Driveway E] Walkway El Other: 3, Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: 4WOFMAY r6K &gjf W4 This application is submitted by: Property Owner. 4 Signature: Print Name: tr Iwo Maintenance Responsibilities/indemnification Date: The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, With written City authorization, remove said installation/ improvement fully restoring the right-of-way to its previous condition, In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the RequestoOs expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Citys right-of-way, I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree7t ay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: — ::< Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. $401 24 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: P,eipve, ZV,V ROW Use Driveway pdf SCPA Parcel View: 21-19-30-510-0000-2240 http://parceldetail.sepafl.org/ParceiDetaillnfo.aspx?PID=2119305 100... ProperW Record Card Parcel: 21-19-30-510-0000-2240 Prop" Address: 548 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-2240 2018 Working 2017 Certified Owner(s) TAYLOR MORRISON OF FLINC Values Values Valuation Method Cost/Market Cost/Market Prop" Address 548 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNgRQQKE PLj6_U 4 Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) 40,000 26,050 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions JusttMarket Value 40,000 26,050 120-51 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 12,784 LO P&G Adj 0 0 Assessed Value 40,000 13,266 224 Tax Amount without SOH: $336.00 2017 Tan Bill Amount $336.00 Tax Estimato Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments AP%L A!1016 AML Seminole County GIS Legal Description LOT 224 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Assessment Value Exempt Values 40,000 40,000 40,000 40,000 40,000 Book Page Amount Qualified No Sales Taxable Value 0 40,000 0 40,000 0 40,000 0 40,000 0 40,000 Vac/Imp Find Comparatik Solos Land Method Frontage Depth Units Units Price Land Value LOT 1 $40,000.00 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 40,000 1 of 2 4/15/2018, 4:06 PM SCPA Parcel View: 21-14-30-510-0000-2240 http://parceldetail.scpafl.org/PareelDetailInfo.aspx?PID=2119305100... No Permits Permit data doss not orapirwe hom it* Samaee county Property Appraiser's dnce. For detan or chastlom cwicernap a permit, pease contact the Maaing d"wrtmam m the tax district in which the property is located Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 4/ 15/2018, 4:06 PM taylor , LIMITED POWER OF ATTORNEY morrison Homes Inspired by ydv me, InV4,10 by YN DATE: Y NAME AND APPOINT: Gustav Botes, KarenMcAdams, Alison Perrofti, Anthony Pegofti, Janey Jahner. Allan Jahner EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: CITY OF SANFORD FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : 22 q SUBDIVISION: THORINEBROOK ADDRESS: slF Rd Roa LAft, AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SIGNAKURE OF C0NTRACT0qL'_,," STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was ack owledged before me this: DATE: y dt BY: JOHN ASA WRIGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE, NAME: Daphne Clark My Commission # FF209108 My Commission Expires 6/27/17 NQTARY: COOS' U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I I)OCLItiieritedConstruction Value: s- Job Address: cl L-(JLI(--), Historic District: Yes 0 No Parcel IW Residential Erconimercial Type of Work: NeNN P-1- Addition Alteration El Repair DemoEE] Change oft_.seEl Nlovell Description of Work- Lr _.I ! ! /\,d, /: "v' " v F " r; (I I ItFPlan Review Contact Pei -son: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name t Phone: Street: Fax: L4 City, State Zip: I State License No.: Architect/ Engineer Information Name- Phone: Street: Fax: Cit), St, Zip: E-mail: BonAng Company: Mortgage lander: Address: Address: TO OWNER: 1=1 FAILURE 1-0 RECORD A NOTICE OF GO)INIFNCENIENT )I \Y REI.,LFT IN VOt*R PAYING T" ICE FOR UNWROVENIENIS TO YO10 PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTLD ON THE JOB SFFE BEFORE THE:-, FIRST INSPECTION. IF N OU INTEND '10 OR I,_AIN FINANCING. CONSUT WITH YOUR LF.NDFRI OR AN AVFOR\F1 BEFORE RIECORDI\G YOUR NOTICE OF COMMENCEMENT mn. to o4t& a p"mv n do by Y AT =2 u>Wakw ", 020W. I mmamed pnX to be unanz &a pow: =1 to A "OA WK to POOMW 0 rva mAaKWA! um rao5tr; CyuWAnn:-' A; jaKolnov I unduswnd that a sepatow permit umn be secured fur WwWal mark- plumh5q, Agun "c% pools. 1' arnacm boihers, heaters. tank, and air conditioner, ere. Vn(* InV Shall he W,"Wed "kh the date Mqphcati-n and the code 4 My m W Qm Im 5 " LOW QW, I'Yaja BWWN; Coj,- rA- NOTICE: l" addiz:on ',o the CC<jUlCefii'Gnis (if this PCrrut, lhz:rc lnat b" addinonal is lrictio , a{?ttlicabto to tills pro{);Ct% that found in the pulohc records of th culln"v, ali(! (Ilene nTa% bi- addlifOnal rccjlttred f.i.n7 U.:i;.i f:OVCVilil.ltnlal e1litCl.'S S;ich managenieni districts, state ag nci s, or federal agencies. C'C ent nce of {?t tii:t is \c'ililC2tii?it iilt4i I \\ ill i1t?[ti l [Il.. O,t i;_`i` Oi tl {}fi?f)cit\' (>{ t".i i!t,C ill ills O:I'iiti"•Id`.'? tool'::, I..uit, i'l t i . The L i'v' of Sanford rcqutres p.i\ niciit of a plan rcn fC. al t{lam tM-.,- a.tll!1,IUal A cop)ti 01 OU c ytcuted con? raft is rziardortocacultcaplanrevici cLa ::e and «rit{ be eonsidca tilt estieaaied c<n>tnl nor -.l;l of ilie job at ui, time of stibtllitt{. he actual construction \alut -,till be ti4ur d based on tli- ctrr.:t M Valuation Ta11c in ci ect at the tmic tilt P? 1'.iit Is lsti-,cd, in acco"dance t\iih local ordinance. Should calclllat:u ChLr l:s ,!' -icd off the conuai: ewzz-,! t:24 aerial cotlstiuta i; t'3{tic. crc'lit will be aF t lied to your rmit to i when the peri`1it iS isslted. OWNER'S AFFIDAVIT: I cei-tify that all of the foregofn, information is accurate and that atl work vNill be done fn compliance kith all applicable la«s re gulatiti construction Pr:uiticed 11) Tof ID aaa. W.- STEPHANIE RALLO Commission # FF 175017 F= Expires November 9, 2018 4 r F?. R 9onCae Thru Tfq Fes, Insure -t0ill k li:' r, 4it t\:10 il' : i4? Ie Or l' rO;':aced ID Tin: o I BELONV IS FOR OFFICE USE ONLY Periiiits Required: Buil h:i? l..c.,iCa 't il:? ..i F Construction Type:_ Qceupancy L-se: Total Scl Ft of Bldg: Lin. Occupancly Load: e i Construction: Electric - —" of _linps Fire Spritiklier Permit: 1.`>0 No n = el I Lac': UPPROV'` t -S CC1 I IE\TS: E\( iT\FLTZIXG FIRT Flood Zone: of' Stories: Plumbing - = of Futures Fire Aliirii Pertllit: 1's \;;E] WASTE \ V T ERl nlL' ILDI\CT: r f'L ter ®`•', r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I ( '? 16 Documented Construction Value: Job Address:, A,1 Li / Ll !. b flHistoric District: Yes No Parcel ID: Z Ls{ Residential 9 Commercial Type of Work: New lrJ Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Namecc, c..r' car 2 Phone: Street: City, State Zip: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 1v770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAV RESULT IN N1017R 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, 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. FBC 105.3 Shall be inscribed with the date, of application and the code in effect as of that date:.5t` Edition (2014) Florida Building Code Revised- June 30, 2015 Pecniit Application w 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 Neater 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIIaAV.IT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioand zoning. Signature of Owner/Agent Date Signature of Contr or/Agent to Print Ovmer/Agent's Name Signature of Notary -State a f Florida Date TONY MAHAFFFY Print Contractor/Agent's Name 0/04 J fVjWl tp ? do-7 Signature o otary-State of Florida tc k tttltlftlUl S^."T . CC FFEXPIRE8 Owner/Agent is Personally Known to Me or Contractor/Agent is V Personals ON, Produced ID Type of ID Produced ID Type of ID = AuG tt 1111111111 tUtlttt`\ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gasn Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: L t224Th rn rookeAnastasiaGRE Street: S R,, J 1,G$,t, Lak')A- Builder Name: Taylor Morrison Permit Office: i,`IO U V}A t I City, State, Zip: FL , Permit Number: V 1 - 18 In Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 } 1. New construction or existing New (From Plans) 9, Wall Types (3137.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1375,90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 112 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1619.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1619.00 ft2 6. Conditioned floor area above grade (ftz) 2730 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ftz 7. Windows(391.8 sqft.) Description Area a. Sup: Attic, ReC Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 319.82 ft2 b. Sup: Attic, ReC 2nd Floor, AH: 2nd Floor 6 252.6 SHGC: SHGC=0.31 b. U-Factor Dbl, U=0.58 72.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.776 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2730.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 b. Conservation features b. Floor Over Other Space R=0 0 1112,00 ft2 None c. other (see details) R= 151.00 ft2 15. Credits Pstat Glass/Floor Area: 0.144 Total Proposed Modified Loads: 73.67 PASSTotalBaselineLoads: 79.60 7 7 1 hereby certify that the plans and specifications covered by Review of the plans and KE STg1 this calculation are in compliance with the Florida Energy specifications covered by this ypr - Code. - calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed c DATE: 4/6/18 this building will be inspected for It'` compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. QQDwiththeFloridaEnergyCode WE'( OWNER/AGENT: DATE: LIAl , BUILDING OFFICIAL: DATE: 3t'l6 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/6/2018 10:37 AM EnergyGauge F, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 0 6 FORM R405-2017 PROJECT Title: Lot224Thorn brookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type User Conditioned Area: 2730 Lot it Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/ Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1263 11367 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1263 11367 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor --__ ---- 13 ft' 19 0 0 1 2 Raised Floor 2nd Floor ---- --_- 138 ft' 19 0 0 1 3 Slab -On -Grade Edge Insulatio 1 st Floor 147.4 ft 0 1467 ft' 0.37 0 0.63 4 Floor Over Other Space 2nd Floor ---- _--- 1112 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1810 ft' 406 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1618 ft' N N 4/ 6/2018 10:37 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 5 N FORM R405-2017 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 It' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1607 f12 0.11 Wood WALLS Cavity Width Height Sheathing Framing Solar BelowVAdjacentOrntToWallTypeSpaceR-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 3 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 112 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 7 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 8 S Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft' 0 0 0.6 0 9 SE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 0.6 0 to - Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 f12 0 0.23 0.01 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Wood 1st Floor None 25 2 10 8 22.7 ft2 2 Wood 1st Floor None 25 2 7 6 8 17.2 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V, # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 If 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 R' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 3 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 It' 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 N 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 It 0 in 11 It 8 in Drapes/blinds Exterior 5 5 W 5 Vinyl Low-E Double Yes 0,34 0.31 N 45.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 W 6 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 W 6 Metal Low-E Double Yes 0.58 0,32 N 72,0 ft' 10 ft 8 in 0 ft 0 in None None 8 S 7 Vinyl Low-E Double Yes 0,34 0.31 N 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 S 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 111 1 If 0 in 11 ft8in Drapes/blinds Exterior 5 10 S 8 Vinyl Low-E Double Yes 0,34 0.31 N 12.8 ft' 1 It 0 in 11 ft 8 in Drapes/blinds Exterior 5 11 S 8 Vinyl Low-E Double Yes 0,34 0.31 N 39.1 It' 1 It 0 in 11 ft 8 in Drapes/blinds Exterior 5 4/ 6/2018 1037 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE V9 Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft' 455 ft' 64 ft 8 ft INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 2917.8 160.19 301.25 .3662 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 sysftl 2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 systf2 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model 9 Area Volume FEF None None ft, DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 293.4 ft Attic 73,35 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 252.6 ft 2nd Floor 63,15 ft Default Leakage 2nd Floor (Default) (Default) 2 2 4/6/2018 110i37 AM EnergyGaugeOD USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 I FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool ing Jan j Feb Mar Apr May Jun Jul Au X Se Oct Nov DecHeatingXJanFeblMartAprMayjXjJunJulrlAuSepJ] Oct Xd Nov X DecVentinJantX] Feb X Mar X] A r Ma Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/6/2018 10:37 AM EnergyGauge 0, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 e FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=1 3.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2730 b. N/A R= Area c. N/A R= 319.82 ft2 11, Ducts a. Sup: Attic. ReL Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft2 6N H 2.776 ft. 0.312 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1467,00 ft2 b. Floor Over Other Space R=0.0 1112.00 ft2 c. other (see details) R= 151.00 ft2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b, Conservation features None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comp) ,-Aft featurps. Q Builder Signature: Date: I--- / 102, V411 '- Address of New Home: hw- Llv City/FL Zip: 3- 2-771 Area 1521. 00 ft2 1375. 90 ft2 240. 33 112 ft2 Area 1619. 00 ft2 ft2 ft2 R ft2 6 293.4 6 252.6 kBtu/ hr Efficiency 25. 2 SEER:116.00 25. 2 SEER:16.00 kBtu/ hr Efficiency 21. 8 HSPF:8.50 21. 8 HSPF:8.50 Cap: 50 gallons EF: 0.95 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. Email EnergyGauge tech support at techsupport@energygauge. com 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/ 6/2018 10 37 AM EnergyGaugeQ), USA - FlaRes2017 - Section R405.4 . 1 Compliant Software Page 1 of 1 0 e j Manual S Compliance Report Job: Lot224ThornbrookeAna... DEL -AIR Date: 6/4/2014 HEATMG - AIR COMNUMING ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-3333853 Web WWW.DEL-AIR COM For: Taylor Morrison Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 19293 Btuh Latent gain: 2848 Btuh Total gain: 22142 Btuh Estimated airflow: 840 cfm Entering coil DB: 76.0°F Entering coil WB: 62.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 19638 Btuh 102% of load Latent capacity: 2950 Btuh 104% of load Total capacity: 22588 Btuh 102% of load SHR: 87% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19678 Btuh Entering coil DB: 69. 1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22412 Btuh 114% of load Capacity balance: 38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 86% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft-, 2018-Apr-06 10 36 22 Right SwteC Universal 2018 18 0 10 RSU24011 Page I eAnaslasiaGRE Lot 224 ThornbrookeAnast as,aGR E rup Gaic - Mitt House faces E I 4DEL-AIR manual S Compliance Report Job: Lot224ThornbrookeAna Date: 6/4/2014 WAMB - AM CONOffMWMG ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407333-2665 Fax: 40T333.3853 Web: WWW DEL -AIR COM For: Taylor Morrison Design Conditions Outdoor design DB: 92.5°F Sensible gain: 15545 Btuh Entering coil DB: 78.1°F Outdoor design WB: 76.3°F Latent gain: 2887 Btuh Entering coil WB: 64.0°F Indoor design DB: 75. O'F Total gain: 18432 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 17868 Btuh 115% of load Latent capacity: 3035 Btuh 105% of load Total capacity: 20903 Btuh 113% of load SH R: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13010 Btuh Entering coil DB: 69ffF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 172% of load Capacity balance: 29 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3,5 kW 91 %of load Temp. rise: 13 IF Meets all requirements of ACCA Manual S. wrightsoft" 2018-Apr-06 10 36 22 Right-SufteO Universal 2018 18 0 10 RSU24011 Page 2 ACC'eAnastisia(3RElli-o(224Tt)orribrookeAnastasiaGRE rup Calc - MJ8 House laces E I Component Constructions9DEL-AIRWTINGAAIRMMTa Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: Taylor Morrison Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M } Method 76 Construction quality 7. 5 Fireplaces Job: Lot224ThornbrookeAna... Date: 6/4/2014 By: FJF Heating Cooling 70 75 28 18 30 50 1. 5 46.4 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Gig HTM Gain it' Bluh/fl'-°F ftl'FfBtuh Btu hAt, Btu 6tuh/ft' stuh Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"0" wood frm, 16" o.c. stud n 431 0.091 13.0 2.58 1109 2.34 1009 e 240 0.091 13.0 2.58 618 2.34 562 s 461 0,091 13.0 2.58 1186 2.34 1079 w 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2.34 3177 n 470 0,201 0 5,69 2671 4.35 2044 e 51 0.201 0 5.69 292 4.35 223 se 24 0.201 0 5.69 134 4.35 102 s 433 0.201 0 5.69 2462 4.35 1883 w 150 0.201 0 5.69 851 4.35 651 all 1127 0.201 0 5.69 6410 4,35 4904 223 0.091 13.0 2.58 575 1.44 322 Windows 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/ 8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft n overhang ( 5 ft window ht, 1 ft sep.); 6.67 ft head ht e s w all 2A- 2ov: 2 glazing, cir low-e outr, air gas, vnl trm mat, clr innr, 1/4" gap.. n 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft s overhang ( 6.3 ft window ht, 11_67 ft sep.); 6.67 ft head ht w all 2A- 2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, cir innr, 1114" gap, s 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 3.17 It window ht, 11.67 ft sep.), 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 4.2 ft window ht, 11.67 ft sep.), 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 45 0.340 0 9.62 433 30.4 1366 165 0,340 0 9.62 1588 19,6 3235 39 0.340 0 9.62 374 10.6 411 39 0.340 0 9.62 374 122 472 58 0.340 0 9.62 561 30.4 1769 136 0.340 0 9.62 1308 19.5 2653 5 0.340 0 9,62 51 122 64 13 0.340 0 9.62 125 12.2 157 r- wrightsoft- Righl- SuiteO Universal 2018 18.0 10 RSU24011 eAnast asiaGR ELot224ThornbrookeAnastasiaGRE.rup Calc = MJ8 House faces E 2018-Apr- 06 10,36 22 Page 1 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 it sep.), 6.67 If head lit Doors 11 DO: Door, wd sc type se 23 0.390 0 11.0 250 12.0 272 n 17 0.390 0 11.0 190 12.0 207 all 40 0.390 0 11.0 440 12.0 478 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 coil ins, 1/2" 1619 0.026 38.0 0.74 1192 1 Al 2284 gypsum board int fnsh Floors 20P- 19t: Fir floor, frm fir, 12" thkns, r- 19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 20P- I 9t: Fir floor, frm fir, 6" thkns, r- 19 cav ins, amb ovr 138 0.050 19.0 1 Al 195 0.71 98 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 28.0 4126 0 0 Pk wrightsoft- 2018-Apr-06 10 36 22 19 11. 1-1-1, '.'. Right-S(AeA Universal 2018 18 0 10 RS024011 Page 2 ACCK eAnistastaGR E Lot 224 ThornbrookeAnastasiaGR E rLIP CIIC = MJ8 House faces F 4 DEL, -AIR Com onent Constructions Job: Lot224ThornbrookeAna... Date: 6/412014 NUMQ a AM CD1t01"Im G ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-3333853 Web WWW DEL -AIR COM For: Taylor Morrison Location: Orlando Intl AR FL, US Elevation: 95 It Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Or Area Ll-value ft, Bluhllt'-'F n 470 0.201 e 51 0.201 se 24 0.201 s 433 0.201 w 150 0.201 all 1127 0.201 Partitions 12C-0sw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 223 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 39 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s 39 overhang (6.3 R window ht, 11.67 ft sep.); 6.67 ft head ht W 58 all 136 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, s 5 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, s 13 1/8" thk; NFRC rated (SHGC=0.31), 5O% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.), 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk Irm mat, cir innr, w 72 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type se 23 n 17 all 40 Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Insul R Htg HTM Loss Clg HTM Gain rya."F+Btuh Btu h:91- NO, Nub ft-' Btu 0 5.69 2671 4.35 2044 0 5.69 292 4.35 223 0 5.69 134 4.35 102 0 5.69 2462 4.35 1883 0 5.69 851 4.35 651 0 5.69 6410 4.35 4904 0.091 13.0 2,58 575 1.44 322 0.340 0 9.62 374 10.6 411 0.340 0 9.62 374 12.2 472 0,340 0 9.62 561 30.4 1769 0.340 0 9.62 1308 19.5 2653 0.340 0 9.62 51 12.2 64 0.340 0 9.62 125 12.2 157 0.580 0 16.4 1182 16.8 1213 0.390 0 11.0 250 12.0 272 0.390 0 11.0 190 12.0 207 0.390 0 11.0 440 12.0 478 WrigfltSoftr. 2018-Apr-0610.36.22 F Right-SuileOl Universal 2018 18-0.10 RSU24011 Page 3 e.AnaslastaGRF Lo1224ThornbrookeAnastasfaGRE.rup Calc = MJ8 House faces: E I t Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 1/2" 12 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 38.0 0.74 9 1.41 17 0 28.0 4126 0 0 1. 1I— wrightsc),ft, 2018-Ap(-06 10 36 22 Righl-SuRMUniversal 2018 18 0 10 RSU24011 Page 4 AOCK eAnast asiaGR E Lot 224ThornbrookeAnas(asiaGR F rup GaIc MJ8 House faces F Job: LOt224ThornbrOOkeAna. J... DEL -AIR Component Constructions Date: 6/4/2014 B DUG AMcmDMmo ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD.. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: Taylor Morrison Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Cooling Dry bulb (IF) 42 93 Daily range (IF) - 17 ( M } Wet bulb (IF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (IF) Design TD (OF) Relative humidity (%) Moisture difference (grub) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, Btuh/hl °F 01-°F/Bluh Btuh/ftx Btu BluhAF Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 112" gypsum board int n 431 0.091 13.0 2.58 1109 2.34 1009 fnsh, 2"x4" wood frm, 16" o.c. stud e 240 0.091 13.0 2,58 618 2.34 562 s 461 0.091 13.0 2.58 1186 2.34 1079 w 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2,34 3177 Partitions none) Windows 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk: NFRC rated (SHGC=0.31), 50% drapes, medium: 1 ft n 30 0.340 0 9.62 289 10.6 317 overhang (5 ft window ht, 1 ft sep.). 6.67 it head [it e 30 0.340 0 9.62 289 30.4 911 s 30 0.340 0 9.62 289 10.8 323 w 45 0.340 0 9.62 433 30.4 1366 all 165 0.340 0 9.62 1588 19.6 3235 Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 112" 1607 0.026 38.0 0.74 1182 1.41 2267 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 138 0.050 19.0 1.41 195 0.71 98 Ad- wrlghtsoft- 2018-Apr-0610.36.22 Right SUde'10 Universal 2018 18.0.10 RSU24011 Page 5 eAnastasiaACCP` GRE Lot224ThornbrookeAnastastaGRE.rup Calc = MJ8 House faces E DEL --AIR Project Summary/ Job: Lot224ThornbroakeAna... a 7 Date: 6/4/2014 HEATING AIRCONtuTNHINi6 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD, FL 32771 Phone 407-333-2665 Fax: 407.333-3853 Web WWW DEL-AIR.COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Information GAR E FLIP 3/2618 JA LS 4/6 gaafher: rlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 26672 Btuh Ducts 6017 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Simplified Average 0 ting in Area (ft2) He 2730 Co 2730 Volume (ft3) 28169 28169 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 192 99 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Sensible Cooling Equipment Load Sizing Structure 26184 Btuh Ducts 8495 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1,00 Equipment sensible load 34679 Btuh Latent Cooling Equipment Load Sizing Structure 4300 Btuh Ducts 1434 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5735 Btuh Equipment Total Load (Sen+Lat) 40414 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Jg- wri0"tsoft 2018-Apr-06 10 36 22 Right -Suite« Universal 2018 18 0-10 RSU24011 Page 1 e.AnaslasiaGRE t ot224ThorrrbrookeAnastasiaGRE-nap Cale MJ8 Rouse faces: E QEL-AIR Project Summary Job: Lot224ThornbrookeAna19... 1 7 Date: 6/4/2014 NEATOIB- AIR GOMMIGI I6 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Desion Information GAR E FLIP 3/2&8 JA LS 4/6 $aJAer: rlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 17061 Btuh Ducts 2617 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19678 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1467 467 Volume (ft3) 13706 13706 Air changes/hour 0.40 0.20 Equiv. AVF (cfm) 91 47 Heating Equipment Summary Make Lennox Trade MERIT Model 14H P X-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 OF Backup: 8.5 HSPF 21800 Btuh @ 470F 24 OF 840 cfm 0.043 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16526 Btuh Ducts 2768 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multipplier 1.00 Equipment sensible load 19293 Btuh Latent Cooling Equipment Load Sizing Structure 2672 Btuh Ducts 176 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2848 Btuh Equipment Total Load (Sen+Lat) 22142 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230"++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IjI- wrightsoft" 2018-Apr-06 10 36 22 Cp. Right-SuileO Universal 2018 18.0.10 RSU24011 page 2 eAnastasiaGRELot224T-hornbrookeAnaslasiaGRErup Ga1c - MJ8 House (aces: E DEL -AIR Project Summary/ Job: Lot224ThornbrookeAna... 1 Date: 6/412014 HEATING - AIR CGNMMt MiG ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Design Information GARA E FLIP 3/%18 JA LS 4/6 $aJAer: Orlando Intl AP, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 IF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 9610 Btuh Ducts 3400 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13010 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolin Area (ft2) 1263 12 Volume (ft3) 14463 14463 Air changes/hour 0.42 0.21 Equiv. AVF (cfm) 101 52 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.5 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.065 cfm/Btuh 0.30 in H2O Input = 3 kW, Output = 11784 Btuh, 100 AFUE 93 OF 75 OF 18 OF M 50 % 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 9779 Btuh Ducts 5766 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 15545 Btuh Latent Cooling Equipment Load Sizing Structure 1628 Btuh Ducts 1259 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2887 Btuh Equipment Total Load (Sen+Lat) 18432 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wri0ht:!%oft- 2018-Apr 06 10 36 22 Righl-Soiled) Universal 2018 18 0 10 RSU24011 Pageu 3 ACCA eA astasiaGRF.Lot224ThombrookeAnaslasiaGREnip Calc MJ8 Rouse faces- E DEL --AIR Right -JCS Worksheet IMAYM, °"rr`>ar INIG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY.. SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot 224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316-4 It 147A It 3 Room height 9.2 It 9.3 It 4 Room dimensions 5 Room area 3076.0 fh 1469.0 112 Ty Construction U-value Or HTM Area (w) Load Area (Its) Load number Btuhtlt °F) Btuh W) I or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cool Gross NIPIS Heat Cool Gross NIPIS Heat Cool 6 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9,62 2,34 10,58 491 30 431 0 1109 289 1009 317 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 13A-20cs 0.201 n 5.69 4.35 508 470 2671 2044 508 470 2671 2044 11 2A-2ov 0.340 n 9.62 10.58 39 0 374 411 39 0 374 411 VII 12C-0sw 0.091 a 2.66 2.34 270 240 618 562 0 0 0 0 t--G 2A-2ov 0,340 e' 9.62 30.36 30 0 289 911 0 0 0 0 W 13A-2ocs 0.201 e.. 5.69 4.35 51 51 292 223 51 51 292 223 y/ t-D 13A-2ocs 0.201 se 5.69 4.35 46 24 134 102 46 24 134 102 111DO 0.390 se+ 11.04 11.99 23 23 250 272 233 23 250 272 12C-Osw 0,091 s 2.58 2.34 491 461 1186 1079 0 0 0 0 G 2A-2ov 0,340 s 9.62 10.77 30 53 289 323 0 0 0 0 h13A- 2ocs 0.201 s 5.69 4.35 490 433 2462 1883 490 433 2462 1883 2A-2ov 0.340 s 9.62 12.15 5 0 51 64 5 0 51 64 2A-2ov 0.340 s 9,62 12,15 13 0 125 157 13 0 125 157 2A-2ov 0,340 s 9.62 12,15 39 0 374 472 39 0 374 472 W L--G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 30.36 270 45 225 0 579 433 527 1366 0 0 0 0 0 0 0 0 13A-2ocs 0,201 w 5.69 4.35 280 150 851 651 280 150 851 651 2A-2omd 0.580 w M41 16.85 72 144 1182 1213 72 144 1182 1213 2A-2ov 0.340 w 9.62 30,36 58 0 561 1769 58 0 561 1769 ft L 12C-Osw 0.091 2.58 1.44 240 223 575 322 240 223 575 322 11 t DO 0.390 n 11.04 11,99 17 17 190 207 17 17 190 207p C 166.38ad 0,026 0<74 1.41 1619 1619 1192 2284 12 12 9 17 F 2OP-19t 0,050 1.41 0.71 13 13 t8 9 0 0 0 6 F 2OP-19(_ 0.050 1,41 0,71 138 138 195 98 0 0 0 0 F 22A-tpl_ _ 0,989 27.99 0.00 1469 147 4126 0 1469 147 4126 0 6 c) AED excursion 1903 2024 Envelope lossrgain 20700 20498 14225 11832 12 a) Inliltration 5972 1891 2836 898 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 26672 26184 17061 16526 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26672 26184 17061 16526 15 Duct loads 23 % 33 % 6017 8495 i 54 a i 7%j 2617 2768 Total room bad 32689 34679 19678 19293 Air required c(m) 1680 1680 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti f'I«+ wrigF tsofi^ 2018-Apr-06 10 36 22 Right-Suite4 Universal 2018 18.0.10 RSU24011 qq p Page 1 eAnaslasiaGRE l of224ThambraokeAnastasiaGRErup Calc = MJS House faces. E 4 - Job: Lot 224Th o rn broo keAn astas... 19DEL-AIR Right-JO Worksheet MATM, AIR 00"BMQMMG Entire House Date: 6/4/2014 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM 1 Room name ahu 2 2 Exposed wall 169.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 160TO Q2 Ty Construction U-value Or HTM Area (lo) Load Area Load number BIuIV(t1-'F) BtL 'W) or perimeter (11) Bt j1h) I or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 2,58 2.34 491 431 1109 1009 T_i1213- 0sw 2A-2ov 0.340 n 9,62 10.58 30 0 289 317 26-2tv 0.340 n 9.62 10.58 30 0 289 317 VG 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 1 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 yJ 120-Osw 0.091 e 2,58 2.34 270 240 618 562 2A-2ov 0.340 e 9.62 30.36 30 0 289 911 W 13A-2ocs 0.201 e 5,69 4.35 0 0 0 0 t-D 13A-2ocs 0.201 se 5,69 4.35 0 0 0 0 11D0 0.390 se 11.04 11.99 0 0 0 0 t-1, 12C-Osw 0,091 s 2,58 2.34 491 461 1186 1079 2A-2ov 0,340 s 9.62 10.77 30 53 289 323 V 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 2A-2ov 0,340 s 9,62 12.15 0 0 0 0 t--" 12C-Osw 0.091 w 2.58 2.34 270 225 579 527 2A-2ov 0.340 w 9,62 30.36 45 0 433 1366 13 A -2ocs 0.201 w 5.69 4.35 0 0 0 0 2A-2omd 0,580 W 16.41 16.85 0 0 0 0 2A-2ov 0.340 w 9,62 30.36 0 0 0 0 T-D I 2C-Osw 0.091 2.58 1." 0 0 0 0 11DO 0.390 n 11.04 11.99 0 0 0 0 C 1 M-380, 0.0126 0.74 11411 1607 1607 1182 2267 F 2OP-191 0.050 1.41 0.71 13 13 18 9 F 2(*-19( 0.050 1,41 0.71 138 138 1915 98 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 01 Envelope loss/gain 6475 8786 12 a) Infiltration 3136 993 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9610 97791 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9610 9779 15 Duct loads 1 35%j 59%j 3400 5766 Total room load 1 1 13010 15545 Air required (clm) 840 1 8401 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 4- 2018-Apr-06 10 36 22 Right -St jitcAD Universal 2018 18 0 10 HSI-124011iEzk Page 2 AnaslastaGREt-o(224ThornbrookeAiiastasi,,iGRE rup Calc - K.18 Housefaces E DEL-AIR Right-J@ Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax. 407-333-3853 Web. WWW DEL-AIR.COM Job: Lot224Tho rn brookeAnastas Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr IM 2 Exposed wall 147.4 it 42.0 ft 3 Room height 9.3 ft 9.3 ft heat cool 4 Room dimensions 17.0 x 15.5 ft 5 Room area 1469.0 ft2 263.5 ft2 Ty Construction U-value Or 14TM Area (w) Load Area (w) Load number BtLjhlf(2-"F) 13t uh/f(1) or perimeter (ft) Btuh) or perimeter (R) Eft 11) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 n 0.00 0,00 0 0 0 0 0 0 0 0 GT::G 2A-2ov 0.340 n 0.00 OM 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 0,00 0.00 0 0 0 0 0 0 0 0 Vr__G 13A-2ocs 0.201 n 5.69 4.35 508 470 2671 2044 89 89 504 386 1 2A -2ov 0.340 n 9.62 10.58 39 0 374 411 0 0 0 0 t--" 12C-Os 0.091 e 000 000 0 0 0 0 0 0 0 02A-2ovw 0.340 e 0.00 0.00 0 0 0 0, 0 0 0 W 13A -2ocs 0.201 e 5.69 4.35 51 51 292 223 0 0 0 0 t-D 3A-2ocs 0.201 so 5.69 4.35 46 24 134 102 0 0 0 0 11D0 0.390 se 11.04 11.99 23 23 250 272 0 0 0 0 12C-Osw 0,091 s 0.00 0.00 0 0 0 0 0 0 0 0 t--" 2A -2ov 0,340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 435 490 433 2462 1883 159 159 902 690 2A-2ov 0.340 s 9.62 12.15 5 0 51 64 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 13 0 125 157 0 0 0 0 2A-2ov 0.340 s 9.62 12,15 39 0 374 472 0 0 0 0 t__G 12c-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 280 150 851 651 145 86 491 376 2A-2omd 0.580 w 16.41 16.85 72 144 1182 1213 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 58 0 561 1769 58 0 561 1769 T-D 2C-Osw 0.091 2.58 1.44 240 223 575 322 0 0 0 0 11D0 0.390 n 11,04 11.99 17 17 190 207 0 0 0 0 c 16B-38ad 0M6 0.74 lAll 12 12 9 17 0 0 0 F 26P-19( 0,050 0.00 0.60 0 0 0 0 0 0 0 0 F 20P-19t 0.050 OM 0,00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1469 147 4126 0 264 42 1176 0 6 c) A ED excursion 2024 809 Envelope loss/gain 14225 11832 3634 4030 12 a) Infiltration 2836 898 8081 256 b) Room ventilation 0 0 1 0 01 13 Internal gains: 0CCL1par1j'3 @ 230 6 1380 1 2301 Appliances/other 2415 600 Subtotal (lines 6 to 13) 17061 165261 4442 5116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17061 16526 4442 5116 15 Duct loads 15%1 17%1 2617 2768 15% 1 5%1 666 Total room load 1%78 19293 5108 17675883 Air required (cfm) 840 840i 218 256 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. k-wrigH>Gsoit^ 2018-Apr 06 10 3622 Right Swle(R' Universal 2018 18 0.10 RSU24011 Page 3 AnaslasiaGR E Lot224 T hornbtookeAnaslasiaGRE rup Calc - MJ8 House faces E 4 ff DEL-AIR Right-JO Worksheet WATIM11, AM COM0111r1OMIM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407-333-2665 Fax. 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name rnstr bth mstr wic 2 Exposed wall 12.0 If 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 12.0 x 8.0 It 6.5 x 7.5 It 5 Room area 96.0 W 48.8 It' Ty Construction U-value Or HTM Area (Its) Load Area (Its) Load number BIuIVft2- °F) Btuh/ft2) I or perimeter (I1) Btuh) I or perimeter (It) Btuh) Heat Cool Gross N/P!S Heat Cool Gross NrP/S Heat Cool 6 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 In 0.00 0.00 0 0 0 0 0 0 0 0 2B-2tv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0_ 0 0 0 11 L--C' 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 a 0,00 0100 0 0 0 0 0 0 0 0 L--C 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0_ 0 0 0 t13A-2ocs t-D 0.201 se 5.69 4,35 0 0 0 0 0 0 0 0 11 DO _ 0.390 se 11.04 11.99 0 0 0 0 0 0 0 0 Vl! 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Vh13A-2ocs 0.201 s 5.69 4,35 112 112 637 487 0 0 0 0 2A-2ov 0,340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-20v 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12.15. 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 L---1' 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0201. w 5.69 4.35 0 0 0 0 0._ 0. 0 0 2A-2omd 0,580 w: 16.41 16,85 0 0 0 0 0 0 0 0 2A-2ov 0.340 w' 9.62 30.36 0 0 0 0 0 0 0 0 R L 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 D0 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0D C 16B-38ad 0.026 0.74 1.41 6.60... 0 0 0 0 0 0 0 0 0F _ 20P-19t 0.050 0.00 0 0 0 0_ 0 0 0 F 2OP-191 0.050 r. 0,00 0.00 0 0 0 0_ 0 0 0 0 F 22A tpl 0.989 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 24 0 Envelope loss/gain 973 463 0 0 12 a) Infiltration 231 73 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1204 536 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbution 0 0 0 0 14 Subtotal 1204 536 0 5 15 Duct loads 15%1 15 % 181 80 15 % 15 % 0 1 Total room load 1384 616 0 5 Air required (Orn) 59 27 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl-Zsaft•' 2018-Apr-0610.36:22 e 4Right-SuileO Universal 2018 18.0.10 RSU24011 Paf1ccA e Ana stnsiaGRE, Lot 224ThornbrnokeAnaslasiaGRE «,p Cale = MJS House laces. E k V` DEL -AIR Right-JQ Worksheet r 1, . ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name mstr we study 2 Exposed wall 0 It 10.5 It 3 Room height 9.3 If heat/cool 9.3 If heal/cool 4 Room dimensions 5.5 x 3.5 It 10.5 x 11.5 It 5 Room area 19.3 ft- 120.8 ft2 Ty Construction U-value Or HTM Area (It-) Load Area (ft-) Load number 131uh/ft2-1F) Btuh/It-) or perimeter (It) B[it uh) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov ' 0.340 n 0.00 0,00 0 0 0 0 0 0 0 0 26-2tv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.69 4.35 0 0 0 0 0_ 0 0 0 t 1 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 Vt( 12C-Osw 0,091 a 0.00 0 00 0 0 0 0 0 0 0 0 l-..G 2A-2ov 0.340 e OAO 0.00 0 0 0 0; 0 0 0 0 W 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 yJ 13A•2ocs 0.201 se' 5.69 4.35 0 0 0 0 0 0 0 0 11DO 0.390 se 11.04 11,99 0 0 0_ 0 0 0 0 0D' y/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 13A-2ocs 0.340 0.201 s s 0.00 5.69 0.00 4,35 0 0 0 0 0 0 0 0 0 98 0 59 0 336 0 257 2A-2ov 0.340 s 9,62 12.15 0 0 0 0 0 0 0 0 2A-20v 0.340 s' 9,62 12.15 0 0 0 0 0 0 0 0 2A-2ov. 0,340 s 9.62 12.15 0 0 0 0 39 10 374 472 1 12C-Osw 0,091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0,00 0.00 0 0 0 0 0 0 0 0 13A-2ocs, 2A-2omd 0.201 0,580 w w 5,69 16.41 4.35 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0,340 w 9.62 30.36 0 0 0 0 0 0 0 0 q-D 12C-Osw' 0,091 2.58 1.44 0 0 0 0 0. 0.. 0 0 11 DO 0.390 n 11,04 11.99 0 0 0 0 0 0 0 0 C 16B738ad 0.026 0.74 1,41 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 20P•19( 0.050 0.00 0.00 0 0 0 0 0 0. 0 0 F 22A-tpl 0.989 27.99 0.00 19 0 0 0 121 11 294 0 6 c) AED excursion 0 86 Envelope loss/gain 0 0 1004 816 12 a) Infiltration 0 0 202 64 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ( 230 0 0 0 0 Appliancesrother 15 10 Subtotal (lines 6 to 13) 0 5 1206 880 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1206 880 15 1 Duct loads 15% 15%1 0 1 15 % 151% 181 132 Total room load 0 5 1387 1012 Air required (cfm) 0 0 59 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr!"fttoT- st^ 2018-Apr 06 10 36 22 Right SuileO Universal 2018 18.0.10 RSU24011 Page 5 1eAnaslasiaGRE 0224IhornbrookrAnastasiaCREnip Calc - MJ8 House feces E DEL: AIR Right-JO Worksheet MATT' AM`0r`1MMM ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone. 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name util pwdr 2 Exposed wall 6.5 It 12.0 It 3 Room height 9.3 It heat/cool 9.3 It beat/cool 4 Room dimensions 6.5 x 6.5 It 6.5 x 6.5 It 5 Room area 42.3 It' 42.3 It2 Ty Construction U-value Or HTM Area (ft2) Load Area (It2) Load number Btuh/ftT °F) Btuh/It') or perimeter (to Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V- j1213- 0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 n 0,00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 0.00 0,00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 569 4.35 0 0 0 0 0 0 0 0 11 t--C 2A-2ov 0.340 n 9.62 10,58 0 0 0 0 0 0 0 0 t--G 12C-Osw 0,091 a 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 0,00 0.00 0 0 0 0_ 0 0 0 0 W 13A-2ocs 0,201 e 5,69 4,35 0 0 0 0 51 51 292 223 Vj1 t-D 13A-2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 Q 0 11D0 0.390 se 11,04 11,99 0 0 0 0_ 0 0 0 0 120Osw 0.091 s 0,00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 13A- 2ocs 0, 340 0. 201 s s 0. 00 5, 69 0. 00 4. 35 0 61 0 48 0 271 0 208 0 61 0 55 0 315 0 241 2A- 2ov 0,340 s 9.62 12.15 0 0 0 0 5 0 51 64 2A- 20v 0.340 s 9.62 12.15 13 0 125 157 0 0 0 0 2A- 20v 0.340 s 9,62 12J5 0 0 0 O 0 0_ 0 0 V/ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 3 13A- 2ocs _ 2A- 2omd 0. 261 0. 580 w w 5. 69 16. 41 4. 35 16. 85 0 0 0 0 0 0 0_ 0 0. 0 0 0 0 0 0 0 t-. G 2A-2ov 0,340 w 9,62 30.36 0 0 0 0 0 0 0 0 f 12C-0sw 0,091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad OA26 014 1,41 0 w.. F 20P-19t _ 0,050 0,00 0.00 0 0 0 0 0 0 0 0 F 20P7191 _ 0.050 0,00 0.00 0 0 0 0 0 0 0 0 F 22A tpl 0.989 27.99 0.00 42 7 182 0 42 12 336 0 6 c) AED excursion 3 10 Envelope loss/gain 578 361 993 519 12 a) Infiltration 125 40 231 73 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 703 1001 1224 592 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 703 1001 1224 592 15 Duct loads 15% 15 % 1 105 150 15% 15% 184189 Total room load 808 1151 1 1408 680 Air required (clm) 35 50 60 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoft' 2018-Apr-06 10 36 22 i9GP RightSuilerf+ Universal 2018 18 0 10 RSU24011 page, 6 eAnastasiaGRE t ol224ThornbrookeAnastaslaGRE rup Calc _ MJ8 House faces E DEL: AIR Right-JO Worksheet MATM, AM COMMIUMS ahu 1 DEL -AIR HEATING & AIR CONDITIONING E31 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot 224Tho rn broo keAnastas Date: 6/4/2014 By: FJF I Room name family rm dining rm 2 Exposed wall 35.0 It 10.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 20.5 x 14.5 If 1.0 x 210.0 It 5 Room area 297.3 IF 210.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (111) Load number Btuh/f 2-*F) Btt W) or perimeter (11) BI jh) or perimeter (ft) BtUh) Heat Cool Gross N/PiS Heat Cool Gross N/PiS Heat Cool 6 12C-Osw 0.091 n 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 It OM 0100 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 0,00 0.00 0 0 0 0 0 0 0 0 Y 13A-2ocs 0.201 in 5.69 4.35 191 191 1088 832 93 54 310 237 1 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 39 0 374 411 Vtl 12C-Osw 0,091 e 0.00 OM 0 0 0 0 0 0 0 0 2A-2ov_ 0.340 e, OM 0,00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 e 5.69 4,35 0 0 0 0 0 0, 0 0 1--D 3A-2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 0 0 11DO , 0.390 se 11,04 11.99 0 0 0 0 0 0 0 0 Y 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A -2ov 0.340 s OM 0.00 0 0 0 0 0 0 0 0 0.201 S 5 .69 4,35 0 0 0 0 0 0 0 0 Ti13A- 2ocs 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A -2ov 0.340 s 9.62 12,15 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 9.62 1215 0 0 0 0 0 0 0 0 Y 12C-Osw 0.091 W 0.00 0.00 0 0 0 0 0 0 0 0 2A -2ov 0:340 w 0,00 0.00 0 0 0 0 0 0 0 0 1 1 3A-2oIcs 6.201 W 5.69 4.35 135 63 360 275 0 0 0 0 2A-2omd 0.580 w 16.41 16,85 72 72 1182 1213 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 fi 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168-38ad,, 0.02%, 0.74 1:41 0 0 0 0 0 0 F 2OP-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 0,00 0,00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 1331 41 Envelope loss/gain 3609 3651 963 607 12 a) Infiltration 673 213 192 61 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 4 9201 1 1 230 Appliances/other 1 01 0 Subtotal (lines 6 to 13) 1 4283 47851 1156 898 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4283 4785 1156 898 151 Duct loads 1 15% 151% 642 718 IN 151/.1 173 1351 J Total room load 1925 5-'2 1329 1033 Air "equired (c1m) 210 240, 57 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-06 10 36 22 i 1 1111111-- . I Righl-Suile(rti Universal 2018 18 0 10 RSU24011 4(_-_k Page 7 AnastisiaGREI-o(224Thorrit)rookeAnistastaGRErtip Calc = MJ8 House laces: F 9,DEL-AIR Right-JO Worksheet I"TM - AM CGIMMOMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot224Th orn brookeAnastas Date: 6/4/2014 By: FJF I Room name pantry kitchen 2 Exposed wall 0 ft 19A It 3 Room height 9,3 It heat/cool 9.3 If heat/cool 4 Room dimensions 6.0 x 15 It 1.0 x 308.0 It 5 Room area 21.0 It' 308.0 fil Ty Construction U-value Or FITM Area (112) Load Area (W) Load number 13tuIVft1-'F) E3 t uhiftl) or perimeter (It) 131uh) or perimeter (ft) Bbih) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 0.00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 OM 0 0 0 0 0 0 0 0 2B-2tv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 rjJ 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 135 135 770 589 1 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 VC 12C-Osw 0.091 e 0,00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 e 5.69 4,35 0 0 0 0 0 0 0 0 13A-2ocs 0.201 0,390 se se 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 12C-Osw 0.091 S 0.00 0,00 0 0 0 0 0 0 0 0 2A -2ov 13A-2oos 0.340 0.201 s s 0.00 5.69 0.00 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0,340 0,340 s s 9.62 9.62 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov, 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0,00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2oas 0,201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16,85 0 0 0 0 0 0 0 0 2A-20,vl 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 T 2C-Osw 0.091 2,58 1.44 0 0 0 0 240 223 575 322 11DO 0.390 n 11.04 11.99 0 0 0 0 17 17 190 207D C 1150-14 " , 0.026 0,74 1,41 0 0 0 10 12 12 9 17 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F", " 20P49t, , , , 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 27,99 0,00 21 0 0 0 308 19 543 0 6 c) A ED excursion 01 123 Envelope loss/gain 0 0 2471 1386 12 a) Infiltration 0 0 374 118 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 51 2845 2704 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2845 2704 15 1 Duct loads 15%1 15% 0 1 17% 26% 1 485 695 Total room load 0 1 5 1 3329 3399 Air required (cfm) 0 o f 142 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-06 10 36 22 Right Suile(1_0 Universal 2018 18 0 10 RSU24011 Page 8 AnastasiaGRE Lo[224TtiorribrookeAnastasiaGRFit.if) GaIc = MJ8 House laces E DEL. -AIR Right-J® Worksheet MIATM AMOMMOrrrrs ahu 2 DEL -AIR HEATING & AIR CPNDITIQNING 531 CODISCO WAY, SANFORD, FL32771 hone 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 2 second suite 2 Exposed wall 169.0 It 30.0 If 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 14.5 x 15.5 It 5 Roam area 1607.0 It2 224.8 W Ty Construction U-value Or HTM Area (W) Load Area (W) Load number Btuh/ll1- °F) BtL VW) or perimeter (ft) Bit h) I or perimeter (10 Bhrh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt! 12C-Osw 0.091 n 2.58 234 491 431 1109 1009 0 0 0 0 FL-- CC 2A-2ov 0.340 n 9.62 i0:58 30 0 289 317 0 0 0 0 2B-2(v 0.340 n 9.62 M58 30 0 289 317 0 0 0 0 y/ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 i t I--f' 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 Vet 12C-Osw 0.091 e 2.58 2,34 270 240 618 562 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 30 0 2$9 911 0 0 0 0 W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 1q! L--D 13A-2ocs 0.201 se 0.00 000 0 0 0 0 0 0 0 0 11D0 0,390 se 0.00 0.00 0 0 0 0 0 0 0 0 V1! 12C-Osw 0.091 s 2.58 2.34 491 461 1186 1079 131 116 297 271 C 2A-2ov 0.340 s 9.62 10.77 30 53 289 323 15 13 144 162 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 Ti13A- 2ocs 2A-2ov 0.340 s 0.00 000 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 O.OQ 0 0 0 0 0 Q 0 0 2A-2ov 0.340 s 0,00 OM 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.34 270 225 579 527 140 110 282 257 L-G 2A-2ov 0.340 w 9.62 30.36 45 0 433 1366 30 0 289 911 13A-2ocs 2A-2omd 0.201 0.580 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0,00 0 0 0 0 0 0 0 0 R L-DD 12C-0sro 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0,390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-38ad Q.026 0.74 1.41 1607 1607 1182 2267 225 225 165 317 F 20P-19t._ 0.050 1.41 Of t3 13 18.. 9.. 0 0 0 0 F 2OP-191 0.050 1.41 0.71 138 138 195 98 0 Q Q 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 235 Envelope lossigain 6475 8786 1178 2152 12 a) Infiltration 3136 993 557 176 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants r{ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 9610 9779 1734 2328 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9610 9779 1734 2328 15 Duct loads 351 59% 3400 5766 35 % 59°/ 614 13710, Total room load 13010 15545 2348 Air required (clm) 840840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9f tsoPi 2018-Apr-06 10 3622 RightSuife(:+ Universal 2018 18.0.10 RSU24011 page 9 eAnaslasiaGRF 1ot224ThornbrookeAnastasiaGRE.nip Calc = MJ8 House faces- E WDEL.-AIR Right-JO Worksheet INAT00, AM MM11111AMING ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 rione 407-333-2665 Fax, 407-333-3853 Web WWW DEL -AIR COM Job: Lot224Thorn brookeAnastas Date: 6/4/2014 By: FJIF I Room name o wic 3 bth 3 2 Exposed wall 9.0 It 11.5 If 3 Room height 9.0 If heal/cool 9.0 It heat/cool 4 Room dimensions 9.0 x 6,0 It 11.5 x 6.0 It 5 Room area 54.0 f12 69.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area (W) Load number BtutVftl-'F) Btu ft') or perimeter (Q) B t h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2,58 2.34 0 0 0 0 0 0 0 0T_ 2A-2ov 0.340 n 9.62 10,58 0 0 0 0 0 0 0 0 28-2tv 0.340 n 9.62 10.58 0 0 0 0 0 01 0 0 11 W L-G 13A-2ocs 2A-2ov 0.201 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0'091 e 2.58 234 0 0 0 0 0 0 0 0 t-6 2A-2ov 0340 e 9.62 30,36 0 0 0 0 0 0 W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 t 3A-2ocs1- 0 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 t__" 12C-Osw 0.091 s 2.58 2,34 81 81 209 190 104 104 267 243 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 0.00 OM 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 0,00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 0,00 OM 0 0 0 0 0 0 0 0 t--.G 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A -.2ov 0,340 w 9,62 30.36 0 0 0 0 0 0 0 IL:2 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 0 2A-2omd 0.580 W 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0,00 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 OM 0.00 0 0 0 0 0 0 0 0 L- D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-384c1 0,026 0.74 1.41 54 54 40 76 69 51 97 F 20P-19t 0.050 1.41 0.71 0 0 0 0 1169 0 0 0 0 F 20P-19l; 1.41 0.71 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 36 Envelope loss/gain 248 238 317 304 12 a) Infiltration 167 53 213 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal ( lines 6 to 13) 415 291 531 371 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 415 291 531 371 151 Duct loads 1 351/. 59% 147 171 3 %1 91/. 188, 219 Total roam load 562 462 718 590 Air required (clm) 36 25 461 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r! 7!,';AA`1`112018-Apr-06 10 36 22 1 k- Righl- SuileOl Universal 2018 18 0 10 RSU24011 11 Page10 AnastasiaGREI,I- o(224ThorribrookeA(iastasiziGRE rup Cale = MJ8 House faces E lj,DEL--AIR Right-J® Worksheet Nunn AM CONOMew"S a/ I u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot224ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 It 7.0 It 3 Room height 9.0 If heat/cool 9.0 It heat/cool 4 Room dimensions 14.0 x 14.0 it 9.5 x 5.0 It 5 Room area 1%.0 112 47.5 ft2 Ty Construction U-value Or HTM Area (fr) Load Area (w) Load number Btuh/ft2-'F) Bt'fto) or perimeter (ft) Btuh) or perimeter (it) Bluh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 2,34 0 0 0 0 0 0 0 0 2A-20v 0.340 n 9.62 10,58 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10,58 0 0 0 0 0 0 0 0 VCVC 13A-2ocs 0.201 n 0.00 0.00 0 0 0_ 0 0. 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 M'-Osw 0,091 e 2.58 2.34 126 111 286 260 45 45 116 105 2A-2ov 0.340 e 9.62 30.36 15 0 144 455 0 0 0 0 W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 y! f-D 13A-2ocs' 0.201 se 0.00 000 0 0 0 0 0 0 0 0 11DO 0.390 se OM 0..00 0 0 0 0 0 0 0 0 Vf/ 12C-Osw 0,091 s 2.58 2.34 126 111 286 260 18 18 46 42 C 2A-2ov 0.340 s 9,62 10.77 15 13 144 162 0 0 0 0 13A-2ocs 0.201 s 000 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0,00 0.00 0 0 0 0 0 b 0 0 2A-20v O.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-20v 0.340 s_ 0.00 U0 0 0 0 0 0 0 0 0 U/ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 t_G 2A-2ov 0,340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A•2omd ' 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0,00 0.00 0 0 0 0 0 0 0 0 PL-D 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 n 0.00 0,00 0 0 0 0 0 0 0 0 C i6B-,38ad„ 0.026 0.74 1.41 196 196. 144 276 48 48 35 67 F 20P-191 0,050 1.41 0.71 0 0 0 0 11 11 16 8 F 20P-194 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0,00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 98 23 Envelope loss/gain 1005 1316 213 199 12 a) Infiltration 519 165 130 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants (o) 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 1524 1480 343 240 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1524 1480 343 240 15 Duct loads 35 % 59% 539 873 35 % 59 % 121 142 Total room load 2064 2353 464 382 Air required (cfm) 133 127 30 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44-wrigt tso Ft^ 2018-Apr-06 10 36 22 4C P Right-SUileO Universal 2018 18 0 10 RSU24011 Page 11 eAnastasiaGRE Lot224ThornbrookeAnastasiaGRE rup Calc = MJ8 House faces E j DEL--AIR Right-JO Worksheet 11"11011, AM CON"O"M ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot224Thorn b rookeAn astas Date: 6/4/2014 By: FJF I Room name ma 3 loll 2 Exposed wall 24.0 It 11,5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 13.0 x 11.0 It 11.5 x 11,0 It 5 Room area 143.0 Ile 126.5 fI2 Ty Construction U-value Or HTM Area (ft2) Load Area (II') Load number Btuh/ft2-'F) Btuh 112) 1 or perimeter (ft) Bt jh) or perimeter (Q) Btuh) Heat Cool Gross N/P/S Flea( Cool Gross N/P/S Heat Cool 6 0.091 n 258 2,34 117 117 301 274 104 74 189 172 T 1213-0sw 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 30 0 289 317 2B-2fv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 VL 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 G 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 t ll 2c_osw 0.091 e 2.58 2.34 99 84 216 197 0 0 0 0 G 2A-2ov 0.340 e 9,62 30.36 15 0 144 455 0 0 0 0 W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 V" 13A-20cs 0.201 se OM 0.00 0 0 0 0 0 0 0 0 1 100 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 S 2.58 2.34 0 0 0 0 0 0 0 0 2A - 2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 20V 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 I 2C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A - 2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.580 w 0.00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w OM 0.00 0 0 0 0 0 0 0 0 q- D 12C- 0S w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 I 1DO 0,390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 166 -38ad 0.026 0,74 1,41 143 143 105 202 127 127 93 178 F 2OP-191 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F 2OP-19t 0.050 1,41 0,71 0 0 Q 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 48 65 Envelope loss/gain 769 1177 571 603 12 a) Infiltration 445 141 213 68 Lit Room ventilation 0 0 1 0 01 13 internal gains. Occupants @ 230 0 01 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1214 1318 784 670 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1214 1318 784 670 15 Duct loads 350% 591% 429 777 35%, 590% 1 2771 395 Total room load 16441 2095 1 1062 106115, Air required (cfrn) 106 1131 691 5 8 Calculations awroved by ACCA to meet all reauirernents of Manual J 8th Ed i- 2018-Apr06 10 36 22 Right- SuileO Universal 2018 18 0 10 RSLJ24011 Page 12 AfiastastaGRE', Lo(224TIiornbrookeAnaslasiaC,RE rup Calc - MJ8 House (,ices E QDEL-AIR Right-JO Worksheet Hurry , AM C01MMUMN8 ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone 407-333-2665 Fax 407-333-3853 Web, WWW DEL -AIR COM Job: Lot224Thorn brookeAnastas Date: 6/4/2014 By: FJF I Room name Opel) to Wow stairs 2 Exposed wall 20.5 It 3.5 ft 3 Room height 9.0 It beat. 'cool 9.0 it heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 X 311.3 If 5 Room area 297.3 ft2 311.3 fl? Ty Construction U-value Or HTM Area (It?) Load Area (W) Load number Btuh/ft2-'F) BI 1/(t2) or perimeter (11) Eft j1h) or perimeter (11) Btuh) Heat C004 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C,Osw 2A-2ov 0.091 0.340 n n 258 9.62 2.34 10,58 185 0 155 0 398 0 362 0 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 13A -2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 1 2A -2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 t 12C-Osw 910.091-- Jl e 2,58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 e 0,00 0.00 0 0 0 0 0 0 0 0 Y_.D 3A-2 soc 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0111000.390 so 0.00 0.00 0 0 0 0 0 0 0 0 t-163 I 2C-Osw 0.091 s 2.58 2.34 0 0 0 0 32 32 81 74 2A-2ov 13A-2ocs 0.340 0,201 s S 9.62 0.00 10.77 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 s OM OM 0 0 0 0 0 0 0 0 2A-20V 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s OM 0,00 0 0 0 0 0 0 0 0 T--G 12C-Osw 0.091 W 2.58 2.34 0 0 0 0 0 0 0 0 2A -2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-26cs 2A-2omd 0.201 0.580 w W 0.00 0,00 0.00 OM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-20v 0,340 w 0.00 0,00 0 0 0 0 0 0 0 0 1 2C-0 w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 lDO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-38ad OM6 0,74 1,41 297 297 219 419 311 311 229 439 F 20P-16t 0.050 1.41 6.71 0 0 0 0 0 0 0 0 IF 2OP-19t, . ... 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 108 47 Envelope loss/gain 905 990 310 465 12 a) Infiltration 380 120 65 21 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1286 1111 375 486 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1286 fill 375 486 15 Duct toads 351% 590/. 455 655 351/. 59% 133 287 r Total room load 1740 1766 5081 7731Airrequired (clm) 112 95 33 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right-Suiteli-9 Universal 2018 18 0 10 RSU24011 2018-Apr 06 10 3622 Pa Anasls,aGRE Lot224ThornbrookeAriastast,,iGRE rup Caic - MJ8 House faces F Page 13 a DEL -AIR Right-JO Worksheet HUMS AM CMWUKMMG ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot 224ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 Room name o bath 2 o wic 2 2 Exposed wall 5.5 It 7.5 It 3 Room height 9.0 It heaticool 9.0 It heaticool 4 Room dimensions 5.5 x 14.5 If 4.0 x 7.5 It 5 Room area 79.8 IC 30.0 Its Ty Construction U-value Or HTM Area (II') Load Area (Its) Load number Btuh/ft1-'F) Btuh/It') or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 T-G 12C-Osw 0.091 n 2.58 2.34 50 5o 127 116 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2B-2fv 0,340 n 9.62 10,58 0 0 0 0 0 0 0 0 Vt--C' 13A-2ocs 0,201 n 0,00 0.00 0_ 0 0 0 0 0 0 0 11 2A-2ov 0,340 n 0.00 0.00 0 0 0 0 0 0 0 0 y! 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 e 9,62 30.36 0 0 0 0 0 0 0 0 0 0W13A-2ocs 0.201 e 0.00 0,00 0 0 0_ 0 0 0 13A-2ocs 1100 0,201 0,390 se se 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 t--" 2A-2ov 0.340 s 9.62 10,77 0 0 0 0 0 0 0 0 Vh13A-2ocs' 0.201 s 0-00 0.00 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 s s 0,00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 0,00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 68 68 174 158 C 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-20cs 2A-2omd 0.201 0.580 W w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 R.- IO 12C-OsW. 0,091 0.00 0,00 0 0 0 0 0_ 0 0 0 11 DO 0.390 in 0,00 0,00 0 0 0 0 0 0 0 0 C 16B-38ad; 0,026 0.74 1.41 80 80 59 112 30 30 22 42 F 200-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F , 20P-19t 0.050 1.41 0.71 80 80 113 57 30 30 42 21 F 22A tpI _ 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 24 Envelope loss/gain 299 257 238 198 12 a) Infiltration 102 32 139 44 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 401 289 378 242 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 401 289 378 242 15 Duct loads 1350/. 591% 14211711351/6 591/. 134 1 143 Total room load 543 460 511 385 Air required (cfm) 35 25 33 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr 06 10 36 22 Right-Su110V Universal 201$ 18.0.10 RS024011 Page 14 eAn.astastiGRE.Lot224TI)ornbrookeAnaslasiaGRE_nip Calc = MJ8 House (aces- E JDEL-AIR Right-JO Worksheet HAMM, AM C011=9111M ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD. FL 32771 Phone: 407333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot224Tho rn brookeAnastas Date: 6/412014 By: FJF I Room name o we 2 2 Exposed wall 11.0 it 3 Room height 9.0 It heat/cool 4 Room dimensions 4.0 x 7.0 It 5 Room area 28.0 It2 Ty Construction U-value Or HTM Area (f[2) Load Area Load number Btuh/WOF) Bt 112) 1 or perimeter (h) Bt jh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C,0s 0.091 n 2,58 2.34 36 36 93 84 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 2B-2tv 0.340 n 9,62 10,58 0 0 0 0 13A -2ocs 0.201 n 0.00 0.00 0 0 0 0 1 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 t-.G 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 2A -2ov 0.340 e 9.62 30.36 0 0 0 0 W 13A-20cs 0.261 e 0.00 0.00 0 0 0 0 t-D 13A-2ocs 0.201 se 0.00 0.00 0 0 0 0 IIDO 0.390 se 0.00 0,00 0 0 0 0 tI 2C -0s w 0.091 s 2.58 2.34 0 0 0 0 133 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0. 201 s 0.00 0.00 0 0 0 0 Ti13A- 2ocs 2A- 2ov 0340 s 0.00 0.00 0 0 0 0 2A- 2ory 0.340 s 0.00 0.00 0 0 0 0 2A- 2ov 0,340 s 0.00 0100 0 0 0 0 t--" 12C-Osw 0,091 w 2.58 2.34 63 48 124 112 2A - 2ov 0.340 w 9.62 30.36 15 0 144 455 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 2A- 2orrid 0.580 W 0.00 0.00 0 0 0 0 2A- 2ov 0.340 w 0.00 OM 0 0 0 0 I- D 12C- Osw 0,091 0.00 OM 0 0 0 0 IIDO 0.390 n 0.00 0.00 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 28 28 21 39 F 20P-19t 0,050 1.41 01 0 0 0 0 F 20P-19t 0.050 1,41 0.1711 28 n 40 20 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 175 Envelope lossigain 421 887 12 a) Infiltration 204 65 b) Room ventilation 0 0 13 Internal gains, Occupants @ 230 0 0 Appliances/ other 01 Subtotal ( lines 6 to 13) 625 952 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 625 952 151 Duct loads 1 35% 1 59%1 221 561 Total room load 1 1 8461 1513 Air required (cfm) 55 821 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PW 2018-Apr-06 10 36 22 Right Suile(M Universal 2018 18 0 10 RSU24011 Page 15 AnaslasiaGRF I-o12247tiornbrookeAriast,,)siaGRE rup Calc - MJ8 House laces E Duct System Summary Job: Lot224ThornbrookeAna... I DEL AIR Date: 6/4/2014 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL AIR COM Project• • For: Taylor Morrison External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating O.30 in H2O O.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Cooling 0.30 in H2O O.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rin h 1329 57 45 0.196 6.0 Ox 0 VIFx 27.1 95.0 stl farnily rm c 5502 210 240 0.183 9.0 Ox 0 VIFx 36.2 95.0 stl kitchen c 3399 142 148 0.212 8.0 Ox 0 VIFx 18.0 95.0 stl mslr bth h 1384 59 27 0.160 5.0 Ox 0 VIFx 40.3 110.0 st4 msb rm c 5883 218 256 0.148 8.0 Ox 0 VIFx 52.0 110.0 st4 msb we c 5 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st4 nlslr wic c 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st4 pantry c 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 stl pwdr h 1408 60 30 0.199 5.0 Ox 0 VIFx 25.5 95.0 stl study h 1387 59 44 0.164 6.0 Ox 0 VIFx 36.2 110.0 st4 i411 c 1151 35 50 0.199 5.0 Ox 0 VIFx 25.5 95.0 stl Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 336 328 0.148 428 12.0 0 x 0 VinlFlx stl stl Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx wrightsoft" 2018-Apr-06 10 36.25 Right-SuiteO+ Universal 2018 18 0 10 PSU24011 Page 1 eAnastasiaGRE, Lot 224ThornbrookeAnas (as iaGRE-rup Calc = MJ8 House laces E W-7 Return Branch Detail Table Name Grille Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 OX0 840 840 0 0 0 0 Ox 0 VlFx wrightsoft" 2018-Apr-06 10 36 25 R,qhLSwIe6 Universal 2018 18 0 10 RSU24011 Page 2 tCCK eAnastasiaGRE Lot 224T hornbrookeAnastasiaGR E rUp Calc - MJ8 House faces E Job: Lot224ThornbrookeAna... QDEL-AIR Duct System Summary Date: 6/4/2014 KATtti6 AM CONWTK Nws ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 53' CODISCO WAY. SANFORD. FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.200 in/100ft 0.200 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 120 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 3 h 718 46 32 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft h 1062 69 58 0.203 6.0 Ox 0 VIFx 33.0 85.0 st3 o bath 2 h 543 35 25 0.209 4.0 Ox 0 VIFx 29.7 85.0 st2 o we 2 c 1513 55 82 0.200 4.0 Ox 0 VIFx 35.0 85.0 st2 o wic 2 h 511 33 21 0.206 4.0 Ox 0 VIFx 31.5 85.0 st2 o wic 3 h 562 36 25 0.318 4.0 Ox 0 VIFx 5.5 70.0 open to below h 870 56 48 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 870 56 48 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 3 c 2095 106 113 0.206 6.0 Ox 0 VIFx 31.5 85.0 st3 rm 3 wic h 464 30 21 0.202 4.0 Ox 0 VIFx 33.7 85.0 st3 nn 4 h 2064 133 127 0.281 6.0 Ox 0 VIFx 15.5 70.0 second suite c 3701 152 200 0.223 8.0 Ox 0 VIFx 22.7 85.0 st2 stairs c 773 33 42 0.306 6.0 Ox 0 VIFx 8.6 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 274 327 0.200 600 10.0 0 x 0 VinlFlx st3 Peak AVF 205 191 0.202 586 8.0 0 x 0 VinlFlx wrightsoft' 2018-Apr 06 10 36 25 Right-SuileQ Universal 2018 18 0 10 RSU24011 CCKPage 3 eAnaslasiaGRElI_o1224ThornbraokeAnaslasiaGRE_rup Cale = MJS House faces: E Name Grille Size (in) Htg cf M) CIg cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VlFx wrightsoft", 2018-Apr-06 10 3625 Right-SmteO Universal 2018 18 0 10 RSU24011 Page 4 eAnastasiiGRE'Lot224ThornbrookeA(iastasiaGRE rup Calc - MJ8 House faces E M t -t 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot224ThornbrookeAnastasiaGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL. Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around Wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall i-Apnd behind pipna and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ceilincis. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/6/2018 10:37 AM EnergyGauge(0, USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 0. ; FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 4/6/2018 10:37:27 AM EnergyGaugeOk - USRCSB v6,0 Page 1 of I Y 4W FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot224ThornbrookeAnastasiaGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2730 sq.ft. Cond. Volume: 25010 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm 4 Pa cfm ` Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 4 "N W6 4/6l2018 1037 AM EnergyGauge,+ USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1 SA, f Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods FADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/6/2018 10:37 AM EnergyGaugee USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 Or Itk MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential, R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that 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 C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1,1, Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/6/2018 10:37 AM EnergyGaugeCk7 USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 I 1 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 %2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38`C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1, Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI 1 cfm = 28 3 L/min. a. When tested in accordance with HVI Standard 916 4/6/2018 10:37 AM EnergyGauge<7 USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1,15 times greater than the total load Calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering we( -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 0 When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7, 1, 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403, R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403. 10.1 through R403.10.5. R403.10.1 Heaters, The electric power to healers shall be controlled by a readily accessible on -off switch that is an integral Part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and purnp motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where PUMPS are powered exclusively from on -site renewable generation, R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 416/2018 110:37 AM EnergyGauge0t, USA - FIaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool healers shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/6/2018 10:37 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 NC 00 2t, to Am WHERING ROOM I*CiEN SMUCrUPA N( LAW w L• 14.8 1-6150 2.12 2 CAR GARAGE r45 ire 24010. we 6' W4 It to 1 4 6. 18 'aq 11 14 11111 c -------- 10 7 OWNEn SU7E 4 10 my TYP. SHAMPOO NICHE SIM 0 iI, I Tranf-ct/Viished It 1M,'-tOthFI-IRe,iaentac-)L".e .F; 1. ILA'o,n' C.d.,- .16oz, B.(.—ed turn a, exc ptos 1-3. Siioe, st P'o" de ur'est'cteo : 'cr. 42X42 A/C SJ_A4 onde-t a, -o- to hao, aWe BY BLDR M1N 16.:c P1_ pin born by °Z 2' F D vALL h OL,(- t to 13' bath duct t 0 wwIZopcoororattnpItoNQ([ cap i Nu -,ore 696RNB K>jtone 696RNB 0 Z 8. 415 4'8- 4 14d !Dlr 3' loot-) duct to '-Col' C( ID 50 50 w r-, 696RNB41 sunder .41 need to I - '1 -7 provided. a/c duct chose j 4 14-1 16 CL 8, 16.16 6 _ I I 11/ G < 0 1 ECOND ".F fff —--------------- rng SSir 125 4, 8 1.. 10.6 :— d 200 ------flEDROO1!4 4 0i Z OL 4' e_ T,.nsF. I. ducts/ grilles sized in xrw 201TON v/5KV 9240V IPHF3, H1602 4 -,d Z 9 d s.to Alenbathduct 1""n Air, exceptions 1-3, Buittler 0 t pl.ve un-trl ted t inCh ta It to 'o .4 ZP I =s > ut doors to Hnt W/ Fan Z Z Nttone 696RNBI i 5_ j 1 < 0 Co < < Musthavea rin,mum ctearonce of 4 inches around the air handler per the State Energy code AU duct has an r=6 irtsutation value DESCRIPTION AS FURNISHED: Lot 224, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 10,1-(,n1 a ) ct );),, 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZATION COMPANY LIMITED W. BEARDALL"S MAP OF JOSEPHS (PLAT BOOK 1, PAGE 114) S 00012 21 " E 9 49.95 1 10' LANDSCAPE, WALL ear FENCE ESMT. 19.09' Zss 71 a 5. 14' 5.14'>AC 2—TYP.) LOT 224 5,00' 15.7' 14.3' 12.87' i. COVERED o PATIO Ak to construct single family home 14.3' 11.86' with Setbacks and impervious area shown can plan., Sid M PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT LOT 223 Q) o"t LOT 225 2 co 5.0' 5.00' --, m ENTRY 5.00, 8.7' 0 a; x 3 21.3' 5' S.03' VE 25.21' 25.47 10' UTIL. ESMT. p, rye. WALK ON LOT AREA CAICAULA IONS: ,,_ LOT = 5,212 SQ.FT. G1RB LIVING = 1,467 SO.FI. I1 OG'0,5'00" GARAGE = 455 SOFT. DRAINAGE INLET N 00°14 55 NF R=100.00' ENTRY = 1LANAI = 39 so, FT. SQ•FT PER CIVIL PLAN 26.75 L=10.62' BREEZEWAY= N/A SQ.F1'. C=10.61' DRIVEWAY = 404 SQ.FT, CB=S 02°4735" W A/C PAD = 18 SQ.FT. WALKWAY = 70 SQ.FT. yC> IMPERVIOUS = 50.3 SQ.F`T j ] j} ROSEREDROS.L. 1 LA AT 2,624 SOD = 2 588_SQ..F I F L TARAL(ULATIONa; 50' R/W) TRACT I RIW = 309 Solt. APRON = 56 SQ.FT: PROPOSm = FINISHED SPOT GRADE ELEVATION BUILDING SETBACKS: PLOT PLAN ONLY*. SIDEWALK = SQ.F`T. PER DRAINAGE PLANS A PROPOSED DRAINAGE FLOW FRONT s 25' NOT A SURVEY) 7 1-01 GRADING TYPE A ' REAR = 15' PROPOSED INFORMATION SHOWN AREA = 5,521 SO.FG PROPOSED F.F. PER PLANS = 22.2' /+ A SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 460 SQ.F`I. SIDE CORNER = 10' ANp/pR INSTRUCTIONS PER SIDEWALK = 256 50.F`1, PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD 5 SQ.FT., rl?UT,STF'NML'Y'R—ASC TT c c AA A OIf . , INC. — LAND ASYUR VEJ 01T SY tf(iI:ND - LEGEND 5400 E. COLONIAL OR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658— 1438 PLAT PAL * POINT ON LINE NOTES: Ij • "IFLD TYP. • TYPICAL IP. < IRON RIPE PR4. • POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH TI THE 2.027,FLORIDA BOARD OF TP •IRON ROD P.CC, • POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND A4WPERS IN CHAPTER 5J-IF FLORIDA ADMINISTRATIVESE CORE PURSUANTCOPIES SECTION 4VAUD,. FLORIDA S(ATUF.S C.N. CONCRETE MONUMENT PAD. RADIAL 2. UNLESS EMBOSSED WIN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SE:T I.R. 1/2' IR. •/BLS 4596 NR. •NON^RADIAL 3. THIS SURVEY WAS PREPARED FROM TITLE INFORAAATION FURNISHED TO THE SURVEYOR. THERE ANY BE OTHER RESTRICTIONS RFf„. RECOVERED WP. * WITNESS POINT OR EASEMENTS THAT AFFECT THIS PROPERTY. A.D.B. DINT OF BEGINNING CALC. •CALCULATED 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. POINi OF' COMMENCEMENT PRA • PERMANENT REFERENCE MONUMENT CENTERLINE FF. • FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CHITTY. k6D NAIL F DISK BSI. • BUILDING SETBACK LINE B. OIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. P/W • RIGHT-DF-WAY BA • BENCHMARK 7. BEARINGS, ARE BASED AS5VI4FD DATUM AND ON THE LINE SHOWN AS BASE BEARING (S.R) ESMT. EASEMENT B.B. + BASE BEARING B ELEVATIONS, 1F SHOWN, ARE BASED ON NATIONAL GEODETIC QATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. DRAINAGE UTTI.. • UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4598. CL.FC. ENAIN LINK FENCE WU.r'C. • ._...... WOOD FENCE --.-.---.--• ._.................... C/D + CONCRETE BLOCK SCALE I---" T" +> 20 ---—I DRAWN BY. •4F T PC. •POINT OF CURVATURE F.T. POINT OF TANGENCY CERTIFIED BY: DATE ORO_ No. CI: SC. DESCRIPTION -@R • RADIUS PLOT PLAN 04-09-18 2161 18 L = ARC LENGTH D • DELTA C • CHORD C.R. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN -- - ----- --` - THE ESTABLISHED 100 YEAR ROOD PLANE AS PER "FIRM" TO------ CRUSE11 R.L.S. 1 4714 ZONE X. MAP / 12117C 0055 F JAMES W. SCOTT, R.L.S 1 4801 STATE CERT.LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011 /FBC 107 SANFORD. FL STRADAN877-906-1113 ELECTRIC- SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS LARGEST LOAD, HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 Includes Heat Pump and Heat Strips on together g100%. Square feet living area 1 25851 3 voll7x,77-7] 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc mtsc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD F—353714 VA/ 240VOLTS= 1 147 SIZE RECOMMENDED 200 MINIMUM PER 15 SERVICE SIZE: I I NEC TON QTY KW 2 4032 10000 6500 0 2.5 5040 10000 6500 0 3 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 110 KW SETUP 8160 10000 6500 0 01 4308333 AC EP1 35.5 12 2,9583331 TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3,5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 Note This Load Calc is base on the inlormabon provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner, I s ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: 02A Lot: 224 Block: Unit: Address: lobNumber: N333519 Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 i H!S ov6 PAEPAflEO PROM COMPUTER 1MPUT (,CADS i 03MEMSIONS! SUDM!iTEO By TRUSS MfR u STRO.NGEACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guldelines for Roof Trusses Stronggback bridging for roof trusses is not a requirement of ANSi-T11 1-2002 but it is a strongly recommended guidct,ne by Carpenter Contractors of Ame^ica. it serves the following two functions: 1i Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps ra nimize wavy cei'ings' after, the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. in either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than W ':rch. Stronyback brldq?ng In, root trusses does not serve as temporary or peraanent bracing and is not intended to help distribute or share des`.gn toads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than 11 Inch different}al deflection. STRONGBACKS SHOULD BE ATTACHED TO NALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MiNINMOM OF 2X6, AND SHALL BE ATTACHED AITH A HiNIMUM OF THREE 16d COMMON OR (3) C.131 S 3' GUN NAILS TO A 2%4 YERTICAL NEB MEMBER The graphic show, on this detail is for generic i?lustrative purposes only. The exact location of strongback bridgi-ng wil'.. Je specified by Carpenter Contractors of Anerica. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSIIT91 1.2002 for strongback bridging. N.T.S -Not Tu PLT TYP, Wave Scale) iStsbogeacBp ei iBsDet54838Bl:bieBREPAI E fR) Design Crit: TPI-2002(STD)/FBG C RT-L OG 1 .25 l0 6 7.31. 11 - Y: i FL I1 iri+f+c:r""uzwtxua xtnea a+". TC LL PSF REF RG81- 48357 tA( f TC OIL BC PSFDAT[ 07/28/09t xv3H tx93 C,tix M 4 D i 4 _rY{ aioiJ r .'1,CrM! 9, iE.. uta.. ixC.9 xt i9 ilM-x¢xpxfx.94. r9o, GGi• V iiW1—CM+i c7t cttt acx. E : %y'&•a+i' L QC* RW CVSR081 09209398- 3MP 0RTApT"i•..wx;fxc+,v sun+' ¢t u r# +1 rc i, u, ti Mo, SzzTs P 8C LL PSF HC-ENG OR/OR ALPINE xtT m, 9Aat ,:for, sx x s, -a fig sic if f# iP$Fawnf . 9, tv. f » .wt or n i xt. i STATE 4P f O i.LD. AR86 fvcx.x.x9.xv x,:ax s¢p'-,+• onor s foal. ,»x e ty9„+'* DUR.FAC. F' RCM tiM Budi9 CopnoO P /nt. .chi.+xa vitta,xts f.xxs.+ur9x aft CO_N1 HaxiCity, FL 33844 2,lcc,xxotx +xf+sfw,9T+:u9J u l %0' SPACING JREF• ]TTG08i_Z18 FL COA /0 Z78 Simpson Strong -Tie'' Wood Construction Connectors SlMPSON HU/HUC/HSUR/L Hangers i:-. T" HU and HUG p-oducts are heavy—july facie -mots il joist hangers made from 14-0,3LICe galvanized steel. The I IUC is a concealed flange; (face. flanges wined inj version of the HU. HU is available with both fianqes cmc.ealed, provided the W dirronsion Is 2 Y,6" or greater, at I WTY, of the table load, Sp)Ocify HUG. HU is availatak, with one fiange, concealed wfie!i the W dimension is less than at 100% of the talk, load. A_.. Material: '4 gauge Finish: Galvanized; ZVIAXI and stainless steel available Installation: Drill the ;•"-diameler hole to the specified en-tledvneni depth plits, Alernalively, drill the 'N"-drameter hole to the, st-*,,-,ified embedment depth and lAcw it clean using compressed air. Caution: Oversized-clarnelur h(4,3s it, 11ho base material will reduce or eliminate the mechanical interlock of the threads with the base, material and will ieduce the anchor's k)a,l A-unimum end ann edge distance of I I," is Options: Codes: See p. 14 for Gode Reference Key Chad Concealed flanges HUC410 01 HU214 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 L SitnpsrnStrong-Tie ftodConstiuctionGonnecfors HU/HUC/HSUR/L Hangers (cont.) w I ["-So pro do a-, avc.1<':)V k j"0'!('hon. F- "wc snlorr, al t i. sets p. -8. AllowaW toods (OF/M Model No. Fasteners Concrete Code CNit Joist UPUtt Down wt Down ROL standard Concealed ilk n'_2 160) 100/12 160) (Ioolvs) WJ26Y Al 0) 2} Md x 1 6" 1.. 45 140ix 4) 10d x I ' I'SOO 60 2.400 8) 4i 10 x 1 W* 2 or o HUG46 4 " I Od common 760 HJ46i[Max) HUC,46 6) 10d wrwram 1113b 3,0W 3,950 H,J26-2 (M;r,.i 1 HI)C26-1-, 31 1 Od common 760 x 0,'O 1 760 3 2(' I P6 2 (Max.) 6) lod ^om_vi 1 135 s o 0 5 HJ48 I HJ48 (Max.) HUG 48 i 4 14) 6) 10d common 1,135 1 3 00 1135 4,920 Mind HUG18-1 j()) VO,omrnon I al WO NO H,128-2 (Max.) HIjQ8_1 fl4i 0 4} 6) If id ,om-rw, t f 'i's I soo 1 35 4 970 HJ 6) 10d winmon 1,135 4,920 HJ410 (Max.) Htl(,410 18) 10)1(wcommon 1 800 4,600 1,89D 4,920 HJIX-2 (Min!: HIJC210-- 14; 14) 6) 10d ,om-w, I i 311 t 3 soo 35 4 92 F"j210-2 Wax,) HIji;210-2 10; RVI G nvw 1.80t 0 e")() 5 0H'_o H ifX I 4) 10d x 1 1W 670 2,400 R HSIILIAC2fI2 11 12) f 11 ( 41 16d x 2 Ih' 00, 131353,0 W'0 1 11 1 A) 4) 2) I fid Goonmon 38o 1poo 3,0 1,,, 4 H0212 10) 4 OQ j d 16), x w 1136 2.50) 5 2$165 HJ214 IW6- (Min.) H '26-2 (Min.1' 8) 9) n4) Ind common 60 2,000 160 3 200 0 HUG26-2 (Max.) 12) 6) 10d commoo 1,135 1,135 3.950 wo 0 t' 126-:i (thn.1 1 If K'26- (Mir.., 8) 8) 4} 104 &omrww 76o 2 vo n I V_ 3 0 C 4) 10d common 760 1 2,500-1 C () M HJ_ ' 28-2 28-2 (M!nc) 14) 14) 6) 10d mammon 1,135 3,500 I , i,135 4,920 i io-., 141 14) 4 0 U H", p i n - ma 0 HOG210-2 (Max,) 08r 181 flc') 1(ki (^mmn' 1 800 o 1'8W 51 W" 0) C 0 H_,12_1_0Q_ HIM 3 14) T n 6) 10d,^,om 0 1,13.5 3,500 I I iiS 4 VO gU HJ210 (A,.J 16u'w- i4a'q 18) 10) 10d comma 1:j00' 1,800 5.085 HJ212-, ! Mr.) HI1,212-1 (Min.), 161 fiY f(a I (Id -,(131 T On 3!1 000 is 4 47T fMax.! 221 OM I Od 350, om 1.350 5 oe',' HJ21' 2-3 (Min.) j U212-,3 (Max,) NU( 212-3 (Min.) Mii(, 212-3TT*7 Max)(Mm16) 22) 22) 6) lod rommon 10) 10d com Win, 11 135 1, 800 I i J2 14 -2 f ".A'q3 WJG214-? Win.) 181 811 Od C'( v, on 1,!,IS S oe, H- 12142(Vix I HI 14-2Max) 4) W 1210d cnnmon i6tcommon 1- 1 - 2 _0'- iSi 08— s - H,121 WIC2 ii:3 ii T_ (24) 12',lodcnumn 2,0_5 I J?16 181 81 8) 10d x 1 14 2 Wo 515 9:O. I'J216 M x.) 26) 1 8) 1 OdCommon1,515 1 4V0 1515 --4920-- HJ216-3 (Mm. 1 HIJC'216-: (WQ 201 201 18i, lod common 4 H 1216-3 ( May,) 1 HIJCN6-3(Max,) 261 12, 10d C'mqwn 0-) 185 ) 015 508 1, loaos a,-) c,ease to.ear!hqjake 0' wn, I'A Mt, I"') r 'c '.is' at'We(1% M m_n 2,500 psi and T.nimom 3. VVI"I, (" k one Cdng-s 4)0('.'fy m,"hl of kilt ';.o"e"'6cI Kv M(AeL will , ' X' A e not stock ite, 280 UPDATED 04117117 HU/HUC/HSUR/L. Hangers (cont.) W H,rocluers are available wit- ada,t -,,al comos,on wotec?iln, ; n, more nt^,-ian,)n, see p. 18. Allit"leloads(DF1S*) Model No. Fasteners Gf Ctl(; concrete Code StandarvdConcaalad G NIJ term Concrete T t n" a joist U lift Doom t60) (100/125) U (tft Dawn 160) (100F125) HU44 HJC44 4} 4} 2) IVId common. 38'1 Loon ; 580 1,54a HU46 ( Min.) HUC46 (Mtn) 8) " 8) 1 4)10d common 760 2,000 764 3,200 HU46 ( Max,) HUC46 (Max) 121 121 6) 10d common t 135 3,Ot)0 t 135 3 9 0 HI,- 48 (Min.) HJC48 (Min.) 001 4) _?d common 760 2.500 160 3,725 HU48 ( Max.) HJC48 (Max.) IfU410 ( Nbn) HUC410 (Min,) 4) 1 ( 14) . x 14? 0 4) 61 10d common 6) tOd common 1, 135 3,500 I 1, 135 35Qt3 1, 135 4,92C 1, 135 4,920 NIi410( Max.) HJG41n Max) IN 18) 1 10)1(}dcommon 18M 4,500 1,8tQ 4,92p Ht, 412iM.n.} HUC4 2(M,n? 0GI - 061 6110d(.(mm01011 1,135 4,o00 I 1,135 4.920 IIU412 ( Max.) t !IJC4-2 (Max.) 1221 a > "< - 22) - , ' I0; 1Gd common 800 5,38b 1.80 >.08^ HU414 ( Mm) HJC414 (Min j 18) 8) 10d common 115t5 1 otit 1515 5085 HU4i4 ( Max) HUC414 (Max.) 24) - 24) 12) 1Gd common 2,p1 5,085 2 Q15 5 ti85 I( C416'Mm.; H'JC476 Mutt... 001 , : 20) ?` 811.dcgmn„n 1 ;15 4920 1.515 -.,Qe HU416 Max.) H,J(A16;Max.) 26) 06) = °'+ 12)I!idwolmn 2.015 5.:180 2,015 5,035 H666 ( Mm) HUC66 (Mtn) HU66 ( Max) HUC66 (Max,) 81($) I 1,12) 12) 4) 16d common 6) 16d common 900 } 2,000 t 345 3006 900 3,200 1, 345 _3,950 HU68( Min.) H C68tMlr} I01 1c} 4) odco dnsn 000 2.5p0 900 3,7 5 HU68 ( Max.) HJC68 Maxi a) _ - 41 . -. 61 16d common 1 345 3,500 1,345 a 923 HU610 ( Min.) HUC610 (Mm 1 14)} i67 16d common 1,345 3 560 1345 4 9?Q HU610 ( Mcx } HJC610 (Max)18) 18) ) 8)16d common 1,795 4,500 1,795 5;p85 HI 6t2 (M .) HJl b l <Min.:, I GI , 1C) - ... 6) 15d common. 1-345 4,110 1_.345 : 4 971( HU612' Max,) HAG612 ,Max.) 7t - 02) ft)Ii dco-wn 1795 4920 ( 1795 4.92P Iio Mn) HUC614 M;s } 18) ' y 18) 8)16d common 1795 1 , 1195 5,085 MU614NU614 ( Max } FIUC614 (Max.) s Q4). 24) 1 t2} 16d common 2 01S 5 C18S 015 5085 HI 616 Win.) Fi,IGW6 (Mm,1.. 00, 2 l 81 IEd common 1 x9b 4,920 1 79S 4 J2C HL616 At x:i HJC616 (Max.! 26) 26) 12? 1(d imi n io, 2015 5,385 ! 2,015 5.085 tiU7 ( Min.) (Not availablc) 12) . 12) 4)10d x 1 h' S 2 9 0 760 2,980 HU7 ` Max) (Not available) 16} 16) 8) 10d x 1',V' 1085 3,485 1,085 3,485 4U9 ( Mint (Not available} 181 . " 18) , 6) lod x 1'h" 1,135 3,230 11 s5 3.23" tdct 1 ailable 24j 24) ,. ... 10) 1Od x 1 i.'z. 445 3, i,,S 1,4 4S HU11 ( Mm } (NM avaifak4c} 22) 22) 6) 10d x 1 th t 135 1 3,230 t,135 e.230 HUt 64ax) {Notavatablo} 30) ` i (ZO) p0) ipd x t h'" 2) 445 3,735 1a15 i, 445 3,735 3A85 H1.14 (Mir.) (Not a.a;l„ k, 281ry 28) 10d, 1 3,455 1,515 I I W {Max.} ;Not a,Aable) 1o61 14 10d,,, t -Y' 2 Wl 4.2 154b 7,04.245 HU3 25' 10 (blot available) 22) 22) 10)10d common 1,895 5 085 1895 5 085 HUi?S/ 12 (Nntavattabie} s (^4}' 24) t2)1Gdcommon 2015 1 5085 2015 5085 hIU410-2 ( tAin. H'JC4'0-2Win.) 14)'. i11G)16d common t34i 3.500 1JiS a,920 HL410-2( Max) [ HUC410-2,Max.) HU412 2 ( Mtn) HUC412 2 (Min.) 1 (161 let 16) 8) 1Edcnmmcn 6) 16d common 179C 4, 500 1 345 4 pp0 1795 i 345 4 920 HU41, 2 ( Max) HUC4122 (Max.) 22) x 22) _ } ) 1 (1) 16d common i 800 Ow 1800 4 920 HU41 « 2 (Min., HJC 4'4-2 (Min: Oi Qal 031 !Cd cnmmcn tl 4,920 1,73, 4,62,' 1-10417-?(Max.) HHC414-2(Max.1 26) . '< 261 - ,=,a IillCdkomrror+ 20t5 SJfiS 2,C1S 5,085 . A,'-'atky1'N if not runt+ w"i; .,.iAow,[o 2. Vi,w, cm ". 2 50u (-,sr a U _ in,rnur[ f ,«v2)G psi. 3. Nhcn only one `a,ge is conce dkc sse br ifight r, <r left :4): cealec 9ange. 4. are nct stock terns. 281 UPDATED 04/ 17/ 17 Simpson Strong -Tie Wood Construction Connectors 51MPSON Face -Mount Joist Hangers 4, Elkt# This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. IIAl All hangers in this series have double Oiew naIny — an innovairon that distributes the load Through two ta'),nis on nach joist nall for greaser s,-r q1h. This allnw,, for Iewer nair, aster Ir stallation. and the use of all comrnon nails for the same connect or I. Dou:)Io-shear hangers ?ange from the light (,a,41aty LUS hangers tle hiahest c,;,jpae,tV I i(,',IYS hangers, For medium bad truss applicallons, the MUS offers a lower cost alternative and easier Insiallatic"n than tIw 111 JS or TI iA hargois. while providing greater load capacitv and beanrq than the LUS. W-,(10 hangers provide sirniW capariUes as HGUS rtlouhk-shear hangers, but tr,(,,y use Sim)sonStrong-lio" Strong-Drvo'-SD1', I leave -Duty Gonriecl.,)r screws instead or nails for faster and, easier instalkition. In addition, the Strong -Drive SDS Hoavy-Duty Gonnoc+,(:,,r scrows, help transfer the load between the, piles of the supporting r1irde? when they pc ieirate all pies. Material: See, tables on pp. 23C-237 Finish; Galvanized, Some products available in stainless steel or 71AW Gag frig C see Corras,or Information, pp. Installation: 1, J,,xe all sw,.i*ied hsterie-,i see General Nouns. Nails must he (Jtrve,) at an angle through 1he test Or lw`,s into the hoaocrr to acrix-ve the table loads. Siinpson,'Aroo0 -I!e Stron, FlriveSf-)Heavy F)SY (.)Ilnedor sc rews are supAted with the I iGUO, I , thickness of the pr( ,r rnust be oq IJ to or g,oalcrr than the screw length for aprkcafions where, the length. of the supplied Screws exceects- the thickness of the supporting girder, 3" or 4" SGI(IWS May he 81,15SMUted 'or the lot get k nqth s.,;-evw- with no load reduclion, Dr a shirr bkIck may he used as approved by the DE,.sjjngr. Not octsi( rKA ter welded of iailcr apAcalions. Options: L.1_3 and M:Ji hangers cannot be moditred. Col"rpalod fla,(yls are not available for II a,iS inc HI+ 36. 01,wr sizos ,,valahle; co,Iauft your irrqx;,)IlStrong lie representative. Codes: See n. 14 for Code HOeierice Key Chart Dcjtale- Shear Na; ltt n Nulling Dc q " 1 4vie. 4 tand tat 1 ` W j I I if, r e LUS28 MUS28 W HUS210 HUS26. )- Rjls 8, 411(,' Hi I i similar) H 4 4 : * 0% OrHHUS210- 2 At Ocrlrv, Dounle- N, Fh, a ',-e Va AwMal or son; 1M0,leis) C Wi, I 1&enl I- 2`8-! lull, HGUS28-2 Typical HUS26 Installation with Reduced Heel Height Puss Des igner to provide fust000r quantity for connecting triulliple i reinbo(s toqethei) M M 235 k f i Simps-.n Stiong-Te ' Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) I* P*,e, P,Qo.ct3 are ,vaCAAe with tddliwal wirusion IlIes, Strong-D,ve1 13roieclon. For M,)re. 11111xtTe,Cr_, sae n. 18. 3'-) Gon,,ecr screw. Sr for more in"orimalto-1. Model Min. -------- Dimensions - Fasteners Hoof Ga— NaW H B mi Member Member Single tx Sizes OSN 2 % I 1/1 (4 rid 19 LIS26 4 114 1 °46 4+ 1 i (4! 1 Od (4Oil MUSI26", IJ, 11c111811__ 11111i,,,, 111 , n"Pit ... i4 6, 4Ve 16 1% 1 51A 3 (14)16d (6) 16d ifUls2c, 4 12 1 S (231 rd (9, - 6d v, " " - 1 111 1 --- t, Ljl;?8 4Y18 4a Gas 1 Y4 (6! 1 Oil (4' 'Od MUS,28 C, Y. 181 'Aa 6 6 7 (8) lod (8) 1,0d 16 1% I— j 7 3 (22)16d (8) 16d wiliEff 6 mt 11 , 16? , co 0 2) 16d V/, 18 1 I Iv, I Y, 1 (8) lod (4 'Od Soc !.blc HUS210 16 3 003 16d DF Allowable Leads Aftwable Leads Allowable LoadsCodoModel _'! i:iooi PontFloor mli__ :led of. No. UPWO I FloorT-ie."t, - At lillikird Upliftl Floor ad 001 I 25) (16D) (160) (100) (160) (160) (115) (1 (160) 160) (100) - ----- Single 2xSizes1 US?4 490 GIO 16!, P,2, a A!, 41() 8-,G, 84,; t 13S 45 6!):; 1w, pv95 I us*,, i 16", liw, 90 = 01" 1 Y, 140 l3/1!: 9VI 1,16S A0 l,o/;I 1,1(: 1,4is 1,ow, mljS?(, 1 090 1 2 95 1 is(i i W." WI) 1 ng 0 1 Ul b 940 t0 = 26!_ HUY26 1,a40 1 2, 120 1 3,09 5 A,3 3 335 1 4S0 2,950 3,33,5 i 3 2,330 2,650 2.820 1 - - - --------- _-,_ - - ----- — 5 90 34 I : 6,() 3C 3,Z50r4 200 4,500 4, 6 3,i Iri S IA 4,725i7,, 1165 1,475 28 1,100 1,25511351600- 446 0 7 1,165 14 5AlfO_ _I WN28 1 S 730 ?II tabs 1,880 2 1 6 2:i30 2,6 4S 1. 3'J!, i 1,41,1) 1 v),) 1,830 1221, IIJ J1,' V!, 3 4,,,") 3 9(, 4 3") 2 .('7) i 4,,,, 1," 03) 1 6,460 !,]t, tj,` / if 7 4,960 144S 795 ;ino 1,w, 1 1,145 4,, 1,165 2"1 4 502030004,4, 1,(l 4,),,() 346 1 NUSlfO i,000 4 izb Note: '- or dvIr rIsIjlls ",, ,Q! , maUr t above, Soc P. 2,37. HHUS/HGUS See f langer Options ri(ounalion on pp. 121-1,23. HHUS — Sloped and/or Skewed Seat 10i IS hangers can he skewed Ina naxi-nurn (,.(45and/or sloped to maxrn,;rn of 4S' I or skew only, inaxiniurn allowable download s 0,ES of the table load I of 4)iIeo o4,r of skjx-d it I, the'riaxiniurn at)watiiedownload is 4.65 of the, lw)lo load Uplift loads for sloperj/sKewod conditions are 0.12 of the, table load, not to excood 2,475 lb. 0 -10 ea )I 1 9 in The 101 t MUSt heVol-(AittOallowlotCJDWle',h I t , HGUS — Skewed Seat HGUS hangen,, oan he -, x(!vver,, only, to a maxinr ill. of 45". Allowable loads are: HGUS Seat Width Joist Down Load Uplitt W < 2' Square, (',tit 0.62 o! lahki kmd 0,46,J latilci l,,,jd W < 2" Bevul cut 0.12 of tattle load 0.46,,)t table load 2" < W < 6" (30rell cut ().85 of lable, load 0.41 of talk load 2" < W < 6" 1,auare, cut 0, 46 ol talLik- load 0.41 0A table load W > 6' 1310,101 CLO 0,85 w table load 0.4 ! of table load 236 Acijtd side Z)Pdully dligic Top View HHUS Hanger Skewed Right Joist must bobovotcut; All ofst nails- r) stalled on the I,JtSKJ(' an_110, (,"OP-,OG'N1e Stiff)) t Simpson Stfong-Tie Wjod Construction Connectors Face -Mount Hangers I he a orgZ:lcts are avalabb wal ,,do trzmA c*uosoc pr Ines" rr ouct' are -p, r„ve-d to, 1stafla- tr The protoct+ On. nor More informa=Ion, see p- 18. C- Connector Screw. Soo pp, 39-40 for mo'c ,n`orn'a,or5. MoueF _ UM No. N t fir, } fia W H fi 4 Fasteners QNSP ANlr idwowaloadsFastenersMember grrieer Mdmber (16Q) f ) in $i (T25) } (60} t ttSPFIHF7k3llaMa N j. uplift fiQy (00) I St 5) Double2x Sizes 2 4116d 2) i6d 1 t44t! i 8E10j StU 1 982 12i0 3aD ESS0 78r Q ,LUS26 2 4 e 78 319 4rls 2 (4} lbd (4) ifid HHUS26 2 43in t4 13 a ode 3 (14)1- 6) t6d HGl3S fi 2 4ghe 12 t 35',e 51A, (4 t2Gi 16d i6) t6d HGUQ26-2-SDS3 5'/ z 112 3 1* , S'Is 4 (127 x i`SDS (4114"x 3` SOS_ LLUS1n-2 4§5e_ I 8 sle, I 2 _ 6)16d _ l6d _ I ( HHtIS28-7 6 V,a 114 3 s (22)16. 13) 16d Hf,U'28-2 _ : 6 r;6 12 3 ns 7§rc 4 (36)161 (121 -6d NGUQ28-2-SDS3 TA 12 31e 73e 4 1,(20} zi x3'SUS (61x+x? SQS ILUS210-2 6'na' 181 31A 9 1 i8)16d (6} 16d s HHOS210 2 83t• 141 3Y,c 8'tx 9 _ (3t1} 16d t1(1 1f 1 MGUS210 2 88i4 12 35w 9 c 4 i (46)16d 06)16d HGUQ2IC 2SDS3 4 t2 i ax 9# s 4 (28) "x3" S[)S d81 4;' x3 SDS SIMPSON 4! Gode Het. 0, 630 4 00 , 4 n06.y 4,00S 1125 128 390 1I6S 361h 4C9 141S ,,375 17,Ili ,it 6415 6,4;, 6, 410 6,41, 17, 117, Ft. Triple 2x Sizes HCII t6 3 i 4 Yw 1 Y„ r 4 (E6 lad 4 A 16d 21';; 14, 34 4.8 ), 2, 1 8 .S 3 / r9 4 v0 a 4 rtJO 14,795 11 I 1 tI I liGUQ2 -SDS4 S S z 12 e 4 {12 t a 4 SD ( x! S JS t fi #5 040 16 r 16 5 ,S i S 1630 3( 3 72 720 t 20 HGUP3 645e_t 'Sort_ 4 p6l 6 (1 i td 323: 74601 463 17 460 1 60 2785 6 15 64-a 64d 641 171WI'l HGUQ26 12 a 5lu 7 G 4 ( 20 (4 x 44 SDS(6) d x 4 s SDS 2 56a $ 40tD 9175 917519 t 75 t 8456 Q5Q 6 605 6 605 6 6Q5 66US210. 3 j 84 t 2 4 c 9 7 4 (46)1Cd i 064 tt d 4 Q S 9100 9,1100 914Q k 1C Y 3 h251825 i ! NGUQ2tQ35US4 $+ 12 4+ {1 g / 4 =( 2$} k X1 S(3S _(8)'4 x44x aIJS 34A(i 745 3r74S 9 i43 9,145 1475 1Q15 t 7005 70Y 7015 k_ HGLISv 1 0 12 4'yy4 ( a616d (20) t d 5.045, 9,600 9 (:00 9 (;00 A 600I 4 335 b lh7 F iSS ftih H( d, :r5 O LJS2 4 3 21 l 12 t b c : 4 (66l 6d 221 15d 5 515 tC 3 )0 10,100 10 t6 1 410G 1 45 &6K) 8.n8, 8 685 r r„68,5 U Quadruple 2x Sizes C HGUS26 4 51x 12 (b ro 5'/w 4 i (20)16d 8) 16d 2 t55, 435a 4' 23015 S75 1855 3 ISp 4 2(tQ 4 5QQ 4;I95 i t, t t , I I O HGU026 1 SCS6 5Uz 12 6 Y,,o ' 5 a 4 (121 x 6 SDS (4) A+ x 6 SUS 2 375 5,040 16 j 5,165 5165 1 110 630 3 72 72U 3120 ( i 466S28 d 7"f 12 6ts 7 in j 4 ' (36) 16d 029 .E.d 323;x 7460 7,460 74GG `74f0 ? 785 6,415 6410 6415 6415 Lz , t t, I i .._._.. _ -_ HQUQ28 4 SDS6 7 - 12 60'u 741, J4 (20) !4 x 6 SDS Jam(} ! x 6 SDS 4 Q2Q 8 400 8;860 8 86Q 8 860 f 89Q J 6 Q5Q 6 38Q 6 38Q ! 380 NGL,S2 r0-4 9'A4 12 6` " 9 r,n 4 (,1G) 16d 06; 1r.d 4,0q,a 2 ri 100 100 9 100 : 9 (W .R u5 10!) W F2 182` !f- HGU02t0 4 SDS6 94 12 641s ' 9e4r 1 4 ( 281 4 x 6 SDS A 1/4" x 6 S S 4170 10 2601Q 26Q 10 260 0 26Q 3 (0? 385 7,3& 7385 7 85 (3) HGUS1t14- To% 1? 6is lUre A {a6)16d C1Q) tad 5L14a 96Q0 96(7U 96op)960Q 4335 825ti 8,265 8258255 17,L17LL 5 HGUS21d-4 12Ya 12 6v(u 12 e 4' (66! 16d (22)15d 5,515141OQ10,10Q10100#tQ1QQ 4,745 8685f8,685,8685 8,685 0. 4x Sizes 4*_ 18 3,e 4' 2 (a,16d _ , 4l l6d W5 i 1,030, I 1,180 1 28 ; 162> a1 0 ,(i S60, 1'(-.o l o40 1 385 Hf IP=6 1'. e1 r s`4 4 Fr 4 (?0) 16d tft1 16,1 2 1 "5 4 3„ 4.575 23:9 h 7 1 815 1 >) 4't 4 001 4,795 I7 I I 1, F I NHt1C i6 4 *u A 5 h r (1406r1 h116u1 I h50 2 790 "r 16 3 4 0 20 1 2;5 2.390. 1 qL 61F`, I H6JQ4f SDS3 :iyz 1? -bh 4 r7 4 (121 4' x 3" SDS (4} 4" x S SIDS 1-63,, a 041 „lf lE , ; a 16S I I l; i t .417 3 12 7203,M LUS48 444 18 3 041 2 (6) tied 1 (4)16d 1,165 1,315 1 0 1,625 i 2 060 1,000 1125 l 285 1390 1,765 H1f5486'le 14 3hv 7 2 _ (6)16d Ia) Iu 1,550 1595 18t5 1 9G0 t 2 470 1,550 Y C5 155a 1680 2115 I U 7. f l j FiHUS48 6'f to x 7 3 (22) t.. (8) 16d 2 WQ 42t5 4 7i3 51501(644Q 720 k 3615 (4 C95 4415 535 HGUS48„ 6Tia t2 3§6 7Yr 41 (36j16d (14led 3,155 7460 74W 7460(7460 276S 6415l6,415 6415 6,415 HGUQ48 S[1S3 i Pu. 121 3% 614 4 ! {2(N` l.'x3'SOS (6)1F4"x? SDS 2,565 7330 7, 30 7'3' i ,33t1 1,84515280t5,2t}O1528G ,2 1 J 40 _ 6Y. itr 3.'n r+ 1 811bd 6}I(, I z1S tH2O l;tr0ff1 26S ;8t 1 Cl 11HUv410 81* i14 Yu 9 3 (OUT (10%Ird 3245 564C 6 85 u8h9 765 440 4835 5.483 59t0 065 17,001. HGO '(1 4Fe 12 ,?% 94e t 06)l6d 00 166 40f ! 11(10 100 9100 9 (A) 3 t 782 /8. Ila-ell 11 1921, HGU44tQ-SQS3 9'S t24x3"SDS (8)' x3 SCS 344Q 7415 74 5 74t5 7415 2475 534015340i5340 340 HCU541? t0'fie 12 rb& jj10'fni 4 (b6)1fd (2(} 111d 5040 96(10 96Q0 96Q0 9600 4335 S2S1 8,255 82h5 8.255 7 HGUS414 Y11Tk 12j 3 jt2'hc! 4 (66)i8d.._. (22Mt6d ' i9 1QtOQ 1QtJCL 100Q 7Q1Q0 4,745y86858.685 8685 8,685 I 117 I.JpIft L ads thwe oee-, uv r asa , fx , r n3 , artnoual e bac5ng -th 1 1u Shona Drme SUS -v .1vy .sty Go,, es r c was do no, xr et ate aN i4es i rcre-ese abwed. qe uCe where, _,.he load: Bove n. of ,he supp rTnq g-rder f uss, SDS Heavy -Duty 2 An e 1 tCj s a dow+xload r ! ,o. - c antis .,t the hango n.,, be Sold .oto trim"or r t -c ka-x7 to 3. 4t`rclimurn ne:1 neighsshow- i., rccuired ,r ,xheve `till : able, to A1, For ks; than - tvss t nrt :xa-et-atxs , .the `ac >aaa'w s. as elet .'M' A oy tPr ;asi•<: s, a ,nu:-t he31 , x1h„ sese tel;hvical bu161 ri at strongUe. eom. truss m,.,St have aorgac°te C,iclmPSs to axommexlate 4, Lu_s chord cross-g,ain ter a`c,n may I rn' r,lbw,.bit Lads in accc,rJar to tnP sc my lerg h, sc that th. vercva Woos not o , Oude ou4 the, back of -h o wi^, ANSLrIF) " 2Q07. Slr;.p>on SUor y ie" C:;',rac,:,.c, r Seke;L , & lware 3 d c . 3'- c 4',1' -ka,g St q-Drive U)s i teauy-L'uty Conrrrctor screws n,k.deg the ewfoatran Qt G..S y. a,r t , r s.or in is hanoer a117 - hk IOad5, m y no S'A' 1jted for the ICnger S "Jr(1-QrAre SL S H0Q11V-::Uiy CAnrY.Cior i or add.:Kar aA rdJCTtaticn, ;;c;rAact Si • tyra<i Stror, ,- Ce;, scre•,vs w Woo Ina:1 ;esh,cl,cr,. 5. S rnEwn Strorq-Tiie'r S'rong-Drive"" SDS '--eaw-Duty Connector tic -ews are 9-oods Sho-v , are flassd n min+n„s1, f 2-pLy 2x carrycg marnber for ot, p£nn.nor" to to itsttilCC tne0ugh metal :'U55 platc as approved by the Ift,S h r,r srs. W tl, 3x -sys q nx•r,txars ua 3rI x : gals intrs P,e hrx,der ar:d Zqi,er. provded the rAu.re,r rts a A't._'-,UT l 1 : Se tn- s r 5 3,4 and 16d :oavnools nto the,.. 10 s +a H, ro loaf e+auu io t. W,th 5ing1 .%x carry on are met (p e-Gr linq r3q, tired thmu(jh `tYt "Aare" t, .icg a ,.,x n om rf axe" b4i. n,, tubers, usa 1 Gc! x i ' z r ,ils lotQ „16 hsad6' a C lGd t:orre olln into tl 6.a ror,g-I3rPae SDS h{ervy-DL ly Gannett s rrw5 tlk (e etale all zl ol th, los:, and r(Xf ,re he bad to 0,64 O' the tanle raka_=. supp0or,q goer tKd4'wS „sl ,x ne:rat., a n nirsu of 1 into tlt, list truss .,ly} 9, Naas: I6d 0. It ? ` dia , 3 .x I p. 2F.-17 for oths, nor I sine; rr &l ,e be, usu4 to sarlsf, r toe, Last th+aigh OR V re des of the s eag girder. and forolauon. 237 ISimpson Strong -Tie' Wood Construction Connectors E:klLlj i Face -Mount Truss Hanger The [ATJ' face: -mount truss hanger has natl patterns designed specifically for shall w heal heights, so, that full allowable loads (with minimum nailing; JPPIY to heel heights as low as 314a". Minifnilfft and 'IlaXIMUff' nailing Of)110ns prOVIG(, SALftiOnS tot varying heel heights and end conditions. Alternate allowable loads are provided to, (japs, tweemember , - it the end of th! hussand the (;arrytrg jo to 'b" max. to allow for greater construction tolerances !maximum gap ko standard allowablt, loads s I/W per ASTV D I (it and DI417). See tochnical oulletin T-G-HANG 111CAPS at strongfie.com for more info,mal ion, Material: 16 qatigG Finish: Gal,!arvi/od Installation: Use At specified fasler-Kis, -.-P ('.eneial Notes Can be installed filling r(Aind holes only, ), filling round and 7nangle, h,*,.s for maximum values, see, alicr rate installation for apfhlcat'ows using th,, I ill i26 on ?xA, carrying mornho or H't P8 o! r 1'1-2 10 on a 2)(6 carrying ri-eirther for add tional u1"Aft capac ty Options: H-U may be skewed tip to 67112 se Hanger Optit)ris on U. 239 for allowable loads. Codes: SPe p, 14 tot Gode, Refete;tc.e, K(,,,y Chat', Min. heel height Per table Typical HTU26 Minimum Nailing Installation HTU26 1-1 truss and carrying member HTUI Installation for Standard Allowable Loads For' k" rnawnua, gap, use Alternate Allowablf, 1_oadN) PF - se pf(xluc'' J'o 'wx'rv(x! '(" vst-ot 'S_-) co"nt";!cr Sw uL. _-^-'c tc' rno'u vAo a4c"r. Standard Allowable Loads (1/8" Maximum Hanger Gap) MaWnuf_ l 'er ca,.."ot"ty_'r the'o's! (^r enc 2. MlllinG- I'lal hQht6 It,11t, FOO'C' f,H',bk- .'e L,"d v, 2 '2 v -, 3. UPIM leas btlm'Cn,,'-'O fur --1,i o, owi',,jutke load,11,1 wln-o f,011e' increase oflnwen_ !e- t,ce whereov'ci k>wa,s 4.W,nr7 A W,1£j. 5. Fo,,,ang, e, gaps re -wee- ',t, and F e tfv /Tn""I,! Wwanlo toads. 6, (:,oss-ry, i I allowwI, lo'vts '' al-/"w(-e w,t,)AN, 1'l -TI I - , ("m—'Oo, S"ketW Alternate Installation - HTU28 Installed on 2x6 Carrying Member 17-I 10 -', 12 , sim i0r) Software rcl`_13es VIC Cvahat Or of cross -gram: te"S'0n in Its 1 ")911111 aliowe,Je loads. r,, aj,,;,t (X)"!xt Sl'o g-Ihc_ 7. LGaus shewr. '! based or a'f n 'ur- 2-* 2X -ie.'It'w. F'1' single, 2x carytrtg rrrernber-,. use NiG (10() x 1 ';,') nails i!-!o the anc vrie allowanle download to 0.7 ' of the [,,Ne wjuP. wank, t"i 130-- o!,I-, taol," bad. 8. Nails: 16c = 13.162' de... x 3V long. 1;xt -- 0.148' did, Y,3' 1!?cj = 0. 148 da. x i -c,,,,, pp. 2Ci 21!or ot-er itad S1 7, `S to d!n". 238 UPDATED 04117117 Simpson Strong -Tie Wood Construction Connectors SIMPSON Face -Mount Truss Hanger (cont.) T1 ,e products ve approved •o, -1h the St•orvd-Dnv Sp Conrretaor screw. See pp. 39--4C fog nxae ,Jorrnatlon. Alternate Installation Table for 2x4 and 2x6 Carrying Member 1. Sea tabk above for din`,ensio is and add h<iral tootnote s. A. Nails: ' 6d - 0 Ip2' asa. x 3'f" bract 10dx".: = r).1 GE" dia, x ,'/' lorKj. ga„, ror '.he &e"n ate s .AaGo is 64. See pn. 26-27 for other read s ces ar,d forfnaflo(% 3. Wince 116) is a downka^ rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) e: e'.atk fc';"rOe' Or p.73 , Options: Sc*, I Wnoor Options lnfwmafhof' on pp. 121-123. Skewed Seat Ara lade in angle and 2-ply sze. No travel cut roquired. Allowable Loads for Skewed HTU Hangers UtrkP krads have beo.. in'jn xscrJ 4rx winsr of 3. 'vlexn„u ;a, kw,' s,u7'sce c" artrq.iaKe loaa'-t] with r0 r r'her vmeas'? .',I ry nc rre.-her s aHcwed. Reduce; w're e alher bad.; gaverc. ,. Nails: 18if - 0.162" dia. x 7 - long, 13Mx l'h - 0.1 ag' dia. x I ',a` ktrg, 2. Alowa' rle d^wnh.rC,S may -Of . in^rea t,d. `3i ,. ,. R' a :. x V hnn. Sf.e pp. 2fr2 % for otter is I ',1es. a C .forma/ion. A.: A.. Act flange side 0" Specify angle Top View HTU Hanger Skewed Right < 51" 4A,. ..` Specify an* 51° to 6/14" Top View HTU Hanger Skewed Right z 51 ° a U m cC0Um tl1 hd M 17 239 Simpson Strong -Tie " Wood Construction Connectors Adjustable Truss Hangers qlllt# RIjThis product is preferable to similar connectors becauseofa) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Theie I I iA series haw extra long straos that cani be field -formedied to give )eight adJUS13bilityand lot, flaingehange! convenience. I I IA ha rgiers Gan be, inIjllodns ton flange or acemouldhangee,,-i. 1-1 iA4x and Tf4A2x-2 uiAels feature a dense nail pattern in the straps, which provides more Installation option, and allows for y !or, flange installation. Material: See tattle, Finish: Galva, itz(-d. StIme prodJGIS available in ZMAX" coating; 00 Gon,) son Information, pp, 15-18. Installation: Use all specified fasteners: see General Notes. The following installation methods may be used: Top Flange Installation -The rirust he field formed over the header - see IM-Ae !or int ill non-i top flange requirements. Install top and fa(;(" rial'; according la the tabk- Top nailer- shall not t7x, within I/," from 1 ' he, edge of the fianjp, mernhers.. i-ri the I I IA29, nails Used for joist attachment 11 lust be driven at an at Igle- su that I I ley tAinotlate 1huAlgh the Gott )or of the joist anti lnt') The neadet. I or all otner Top flanqe. installaitrons, S`raqhten the dnoNe shear nailing tars and install the, nabs straight into the joist. Face Mount Installation - Instal all face units acccf,dinq to the tx*. N(,,,t all nail hcks will b", fillod on all toraclok. In nXiijels 4her(,, 'hero are more nail holes than -equved, the lowest to[Ir fa,,e holes rnus' be filltz!d. Nails used for the joist attachment triust he driven at a'I atigle "o that it 7)ewotfafe Vllouqh the, corner of the JOIST into the header. Alternate Installation - The I HA 4x hands may he installed in a top flange con iquration using the tabulated fasteners for face-rnnurt ins allat on arc w;hlqva the face -mount qlstallahjl loads. Install The tabulated lf,Ge nails ititc, t-G, fay and top ot the GarrVtrq member. Nads used for the joist atta(7,4nnent musthe dn,Ieri at an arqlo so lGit, theypenetiate 11hrot-'gf- the GG" or of Illejoist rilothe header. Uplift - Lowest tarii nails must ,x,, 'ilj to achieve uplift loads. Options: If A! wn( Prs <val;-ink w th llic r Ga(loi fiwiqe, turned 1(,i JW' of I I IA4 13) and larger, with no load ledUcticil oulw T I IAG hanger: Codes: ee p. 14 for Gooe Reference Key Chart Anq Na Top \ i, rll, I" for 1, 11C422 2 le, fri, THA422-2 THA426-2 5' THAG422 Face 11,116- Top traits par table per 1,11)k I Y- typical Ili 422-2and HA426.2 THA418 Double 4x2 - Use, full table value SnIttle, 4y2 — See foolnitte 3 FwMe double tabs and install t into the Joist Typical THA Top Flange Installation on a Nailer except If to H3} Alternate Installation o( THA422 D I oze Do"J'e-S'ealNl Ine, 50o hc- 1A-1al*-, 4 s-)rryfn*"rs) U.S. Palc' xt !"R( SIMPSON THA29 face nact; Total) 4 top nails 101A) 91- straightentiledouble ShNe nalling taus and fnstA nails stla qr` Typical THA422 Top Flange Installation on a 4x2 Floor Truss I-- I — Mount Installation Typical THA29 Top Flange Installation It: 6 30 229 Simpson Strong -Tie Wood Construction Connectors SIMPSON Adjustable Truss Hangers (cont.) aTrese pr)'-'w_ts 3,(" >va..V'tkt m-h additional corrosion nr(loc-,ion. For mop(-' vl'ofrnafion. see p. 18, Mlpltl 1"is hee, nceased W":, ')' ")l e, V'ellwg W'" "" fu"h"' 2. ( I (16r; sa oownVr^,, a:,, q. 3. For 4x2 lot) r. d C2 Ong wmaers singke 2x ral,3rs, i,c folowing Ff- A rangers can he installed ad tall1(kJ x I and (2 Cd face nak wiln educed akwaLle h as nosed: T, A It.. f,r f)' 30 It'. t. t A4 '8 1 4A4 ; 1.4 1 /SR 15 In. 'o, . , 1 , , , " A4? 2-1 T-iA4 6-2 ' 4' Ih f'' 1'0 4) Ih. to, Pr. Lo'o is ha,'-r , )'!',Ilw (- '1 ", A ro"Is'. 4. "!(, hased'x ,' -o" of < pfy 2x carynq rn,mht,,r. for -'qVPx carri,rig, ner,bols, usc, )"" x 1'6' ria,k i Ac .he cxyng crcbefjnd tabulated falterers into the carried m3rrbor, allc Use O.,,G of the taDle, vakR for 18 q&ug,-_ and C.68 of V-e table vaUe to, 'C gauge aro 14 gauge. Min. icip I la""Jo ro c,. a 1c, tt-e f, !"at -U'l tw, !ho header anc a(-' h'-;w "A ton lalgc, ns!"'IVA 10e"'- 7. Nails: 0, 1 C,! On. Wig, 10d - 0. 1 -8' 'W1. i)J x I f). 148* J- k'nq. '-" pt,. for 230 Simpson Strong -Tie' Wood Construction Connectors "I THAR/L422 Skewed Truss Hangers 1jesianed for 4x2 floor trusses and 4x beams, w TLiAR/i 422 has a standard skerw (J 45'. S ,11fatX3 PILISt be t)(111, (Of lot) tlallge RISWIA11011- PAN ath-q fiAps ejoninat(-, spiflit io of 4x2 truss bottom chords. Material: 16 gauge Finish: Gatvanzed Installation: ljc c all stc'Gtflod sec: General Notes S- raps must be ov6u :.w heador a rnintmorn of 21,7' Minimum and naxrl-urr- nailiwz] con( qtiration,, ;iv,jih,:k — sue table, (or nailing requirements Codes: See p. 14 for Code Reference Key Charf 7Y THAL422 Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dimensions Fasteners Min. Top DFISP AJlowable toads SPF/HF Allowable Loads Model Ga. No ettecthm . ......... . . Chord on Height Carrying Member CarryingCarried Member Code i Srr R goo; uplift Flocir oot get. Here Memberyy To— Sir pFace160) ( 125) (125) 1111 11.) ! (?) ( 1 ! U, 9 IPIP Me 80 881, iY" 1Y, /Y 40 1 Off X 1 101 1.)d x I'," 10d x 16 : 01a 2 ? V8 W 11. to I", 52 13 IS -3151 1315 IF d 'I 100 40 10d x 1 16, i 1 5 90 11 090 I'(f oclo w, ci:i!) 13 HAR T 110216 34 2N d 9 m1p. 4)10 (8) 10d i (1) 10d -[10d 11675 1,675 1.67--j 265] 1,44011,440 11,440 Max.) 42, X 1. tjoirt has hee, i '„ ea'Se:1 'o, wrcof rttqvake k,,azing with. ':,oh x-c-eae allowed. e Iele Ott— V loads are I flor , lad, lr-va hy 'tthe —Iet'j. I-Vor loa':s —,Y n" "Offsturt f-, k)"(" aura- is 11. Golc"'q to I)e caxjp D'CV090 they no rot eXc(*O 3 ," 1h7,' r,'.-)f vGh;-n- 3. We,e the v< or he corwd rne,t)er is 'j,,h the 1,,)p cf thele- Lot, H,.ff ,l-A to ` hero- c" the e", me"' t-,'l st-all re, ry eas"'HC from the t,,fp of the bew,ng,%,31 j fhe top of It-e cam,-,; Na.K'Cxi - U.'48di,';,X I CI .` , .. Co. W(c"g. Scox'). 2&-2 7 to, of,)(,, nail ; ze: are Oo,:ratoi 241 THJA26 Truss Hip/Jack Hanger The versatile I HJA26 can accommodate right- or l6ft-rand hips (at 45-degree; skews' and can be, installed before or after the n,p and ia-;k. Can als3 be used for double (terumal) nips. Material: to gauge Finish: Galiranved Installation: Use all specified fasteliols. See '-'eoei-A Notes. All '11(1111* members rnkvf "W, aslellod together to act as a S1hqI3 LVA, Shall be at achod to a double girder truss to allow for recursi irrina-riurn naill oore,rat of). See fu itr)ote Options: 71iiiise hangor"-, cannot tx,. fri(xiltiod Codes: See p. 14 for Code Reference Key Chart fir 3, A, Ityw THJA26 Typical THJA26 Installation Z" Working Prior Top View Terminal Hip without Center Common Jack Fasteners DFISP Allowable Loads SPRHIF Allowable Loads code ModelN.. Carrying Member Hip i Carried Jack Member 160) Floor Finow ! lion 115) i (125) or Iff. 00 Snow 115) R I offWind 125) i (160) Ret, No 120 2 010 2-310 2,4A 1,4A in 01 1 M f AJf)o ):oo THJA26 Q01 16(l (j! I oij I W oho 1'-ld(,k 240 6 11 I1 8b m- 195 3 T 610 mo 1 too L Total 360 2,680 1 3,080 3,1(5 3 r'65 785 2,320 I,f),-O 2 800 2.800 T, I ft L.,ds h we hPeq ry;, o, -d t- W rr1 o - liao q , if t rf- ase re an Ioadarr,-Vctn. b% Yu (16J1 s a diwijriao,a:vio. 3- oadc shown are Doi o,, a -,-, mor, ;2) fxG carrying -ember. PO, su,gle 2x canyng --e-tie Tr, 2x() se 1W x I lx," iak- and ii,,ie 0,15' , of the *z:bjo value. For 12' 2x4 me -hers, muhpIri l E 'Jowlk-'aci by 0.50, 4. url 1,nk— i,), 14831a. x 3'h' 1'Iq: froV ',is SUL-,Slili, led fc, -1he Cd at or the tabk, ljoacr, Zoh - Lip r Arc, jae.k A'w'174,, I,v)(1, 771-, o' Ih, Irral loaic,s I (61hwed 'c fl-,, o I h oinN, If is permit-ed 1c dist, bule 65h to, 8'X, of -in,h-ed 'rtal load !o the hip, and tic ier-a.r,rg pc,ccri,G or tclal Lad !o the jack. The corribireci hip and jack load may rict exceed .he rxiol shed T-tal -roc. 6. for terminal hips, omde the 1w3l all I_ad ey 2 to determine Zhezillowa.)V- load for each -,p. c'no" d e,losqrao Im lni,i allowat 1, ha(i" w it, AN6VT 1 1 - , . St,w 9- 1 Sol, 'ctr,, $r'd (j,' 'N" of 1(so, in s nange, allowable loacs. I or contact smpsor simng-le. 8. Nails: 0. 162' ca. x 314' 10c 0,',48" 11a. x I h' Ionic. po. <r27 fo,. nail % 7es anc O C C 0 00I 247 i VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements of lifia ", andm0 upwards through Sheathing Into purtin with a minimum o1 S-W (0.13i-x2.$') common win nails. Effects of not providing sheathing below a valley set aura be evaluated by the building designer. Thisdrawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height 14'-0' Maximum mean root height: 30 feet ASCE 7- 05, 140 mph, Enclosed, Cat It, Exit 6,1=1..0, Kzt-1-0 Or A Maximum of ASCE 7-10, ISO mph, Enclosed, Eap 0, Kt--LD graded lumber A box or common mils. 44artow edge of cripple can face ridge or miter, as tong as the proper number of nags are installed into ridge board 4nstell blocking under raftor Nsleepens are not used. install blocking under cripples if cripples fail between lower truss top chords and lateral bracing to not used. } Apply all nabing In accordance to current NOS requirements. } Mails am common wire nails unless noted otherwise. -.davtmaiowa 1 eeee•ees TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CM *CRIPPLE ripples 4'- 0" lor 30 psf (TL) and 20 psf (TO) Max. e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. Typ) lnnection Requirement Notes Zxi rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toenails ctlpple to rafter 416d toe -mils 316d face - nails Rafter to sleeper or blocking 516d toenails Rafter to two 2x6 sleepers. 416d toenails sleeper to truss 4164 toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss'.. Ridge board to rod block 416d toe -mils Ridge board to truss 4 16d. toenails Purrrn to ( Typ) 316d toe -mils '.. Truss to blocking 4 i6d toe -nail Truss to cripple 416d toenails Truss to cripple 416d toe -nails Cripple to purtin 3 16d toe -nags Collar beam to rafter 4 16d'toe-nails E; 16d ( 0.162-,6.5') COMMON NAILS t vwmar xs arm rtalor rxL +ails 0b nas m..vao a osv:v« t rtnaal T.as WAVVC M AS CO3M clue afUAa4 nc 1041A"w= jIi No. 70$61 a - i r ILL, 20: 30 40 54 i FFF VALLr. F AMUNG Tr.ssre r.4'+ .Yee.. Co h erices t ndlna i+st•tthp entl e..cys err.: to ervC oa.ar, p co,gm.,n sere rww ww>+K .auto or art r s 7 C lit. 10 7 ? 20 DATE ] 0f 0 i /14 pxCxYtS R' r=•' tq pRfo/'M,p iTpie rurKporL tr.T•aRr'r .Tse are.•s* reperwrY er•a'V S.w. rf rorr1 eMrr•be, •r. cr..e L+ea r.rr o.oprrir et1a.O.4 ep'VSi 1 fiMaV+M,a N'.Y P oon Cc;/ a t 8C Di- 0 v 0 0 ORWG VACNVi801015 Q Jj'\, ljj ALQll r+.0 r.,r , a.ean-h .smc. rsae stw. t10, 17. >e+on n.- perr.rKn: l,snw res:ras,syr ..e. eM ivueear4r,e+' XX, xeciwn %i, 17 x ?le, m •aouo r.+. ,r+a a.ta. m r • d' .+' S STATE Ci.L 0, Ci 0 0 tom' V ennuAN"e, f° mo-+.,rrarrr +n r.wos secs-t rr rxa,aore a•a yostuon.. con+trr« a dre, ytn< w"rm eF Lll 30 .' 00 47 7e--, Pi1 m a «t ovw;anemP.V. n.ou awaea c®we= awb6s 7 T_OT _ un.'"w"e"a w+ re a,rr/<.5ain/+ l.Ta' 1. 1M tan• arN.. na,r•rr.'oercwaL-, i.a".Kwi'.°er"...tlspr.,Mr,e.s,, i9 DUR)AU) 25/ i_1N LH Yn Ciy N0xafSr75w eien;•rsa foroi—I—MkaleQ. P.asee--Yam cSPACINGA30Laa.w Cracked or Broker Member Repair Detail Load DOX uration - ., I— I.ron —4 fnr Duration of Load This drawing specifies repairs for a truss with broken chord or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss are allowed, contactthetrussmanufacturerforanyrepairsthatdo not comply with this detail. B) - Damaged area, 12' max length of damaged section L) = Minimum palling distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and species as damaged member, Apply one scab per face. Minimum side member lengths) = (2)<L) + (3) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o.c., rows staggered. NailInto2x6membersusingthree (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.1281x3', min> Into each side member. The maximum permitted lumber grade for use with this detailislimitedtoVisualgrade41andMSRgrade165Cf. This repair detail may be used for broken connector plate at mid - panel splices, This repair detail may not be used for damaged chord or web sectlons occurring within the connector plate area. Broken chord may not support any tie-in loads. 3 RoR L 4' o,c. iTyplcai O + O + O + O O + O + O + O + Stagger Back Face loci Box (0128' x 3', min) Nails, O = Front Face 2x4 Member _ ouble Rcw Stoggere 2x6 Member rlple Row Staggerec Maximum Member Axial Force Size L SPF-C HF DF-L SYP 2x4 12' 620# 635# 730# 800# gWebor2x418, 975# 1055# 1295# 14150 hord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42 29754 3045# 3505# 3835# Web or Chord 2x6 439514 4500# 5225# 5725# Web Chord 2x4 48' 3460# 3540# 40704 4445# Web r Chord or2x6 5165# 5280# 6095# 6660# Nail Spacing Detail VJR) p*- KM AND fCLUIV ALL N M IN TICS WAVING n WIVOITANtw .R1YSH JK$ DRWW TO ALL CWMACTt" IICLUDW. TW HISTALLCRS. lrussts NONt't estnent <a» h f9lrkOtM9, nur Yq, WpoYq, butoUlre And !re Rrrrr tO An IOU» iM MMst IRt1mi of DCS! OWOYp ConVOe nt So1.ty Mfxwetbn. by "I eM SDCA) 1.r frS, pnetKRsNbbper/arN+D SN<t functions iroteam heU fe'wwe tewRasry,yor.A+R Mr ICU. UMsrotRdot/rrs4e, too ChOrY shX Iww Dreperly ttactrtl Atnctwl sMOtY+W ud Derien Cti iMR Mw Irooeriy ett«riea Npid .iAP LO<et10M tMn+ A P t 4tMe1 6kON9p+eR Mve brA<Yq YfatA11M M' DCSI set V. DT l HID. U eppNCobl• Mar OlO of4hera = es lhern above .na iM Jant Detets, uraess cried othrnNsw Refar to c* "'" 1s9A-I /w steMerd plOtt p erosi,t,okne. AWht.. Wbbn of ITV Duran Cawntnxs + lnc. sMU ,at bt nspens9ae fau• spy Yev4tbn 1 AN 11W COi+iMNY t>t, s».n, a„y r.wr. to wR tn. o-us. >n ca, en,e+,c+ .nh ANSI/in I, er for Mnanw sNVNv. Y steNetbn A onAd,+9 of trutnl. /hH a» Metes Auelton<e of prelsssbrol AsadonthleetresbqrcovenyOpODwtiOsbppuWWNY sWlr for tiw bespn IAAW DO sJ4OWHr '+sO of SNO ar+MY farm a rvCt++ b iM respor R'H of t,v 1A1Mq D9sgrwr Pam' ANfLT i 7 SOct. 133994lMehp! l ama ron mane Rf—tbn W. Jebv Drt .1 twits ppDt W these eb MK, EOM CRY, Ma<30t5 I AUM snalphN1-1 TPb Om.tylrt.erp! SDGM +*O.sDCMa stryc-pl 7CU wsJutOlOsny L Dbtont. M ,r H rrrr i' J/ ACING 24A' F MEMBER REPAIR TE 10/01/14 WG REPCHRD1014 100: 5H4J1jfAo Wt IAIL NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500# ARE TO BE PLACED ON FLOOR TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS REQUIRED. I r x CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. T 1500# CAPACITY7 POSTS @ 4'0" O.C. V PROVIDE 2'0' CLEARANCE 014 ALL SIDES OF A PALLET, MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APTaAOPRIATE ALPINE DRAWING FOR LUMSER, PLATES AND OTHER DATA NOT SHOWN HERE. NOTE: SHORING MATERIAL ANO LABOR TO INSTALL AND TO REMOVE THIS gypsum bd. - 2.2 psf 1/2' layer MA7Fn1A1_ IS TO BE SUPPLIED S/V gypsum bd, - 2.8 psf 5fs,: layer I 8Y TH6 CONTRACTOR, pi 8" coac. block - 60 psf 18" layer masonry brick - 38 psf / 41' lmyrx 2- 0- 0 MIN0IMUM SUBFLOOR-UNDERLAYMENT * 2000# 2)-2X6 HEADER- I 4X4 OR (2)-2X4X4'0" UNDERJ1TRUSSESWHENSHORING POSTS @ 4'0" O.C.- IS REQUIRED. 91 IMF' KF—Y. 11v/97 im -----,,,--CLEAR SPAN PiT. TYP,— ALPINE SCALE - N REF DETAIL DATE 05/029Q ORW fiCIZ39607A commell OR rll7cf ALPIANE `0 Detail TRUSS Item Seal # Truss 1 086.18.116.09569 Al 3 086,18.121.0285 A3 5 086.18.1221,04063 A5G 7 086,18.1221,04047 GI 9 086.18,1221 .01 927 G3 11 086,18.122t04453 C1G 13 086A&122IM175 V3 15 086,18.1221,02753 V1 17 086AA221.02940 MV1 19 086.18,1221,03206 HRA 21 086.18.1221.01255 HJ2 3 086.18.1221,01536 ERA 25 086,1& 1221 V160 EJ2' 27 08618.1221.0475 CJ5A 29 086.18,1221,01473 CJ3 31 086,18,1221,01395 CJ3A 33 08618A 221.02239 CJIA 35 086.18A221.01349 FG1' Item ISeal # Truss 086.18.1 21,01317 A2 4 086,18,1221.01973 A4 6 086.18,1221,03299 AGA 8 086,18,1221,00771 G2 10 086.18.1221.01520 G4 12 086.18,1221,02425 H 1 G 14 08618.1221 .01 130 V2 16 08618.1221M955 MV 18 086.181221M662 HJ7 20 086.18A221,00881 HVS 22 086,18,1221,03455 ER + 24 086.18.1221.00975 FRS 26 086.18.121.01599 CJ5 28 086.18,1221,03579 CJ5S 30 086.18A 221.03176 CJ3S 32 086.18.1221.0909 CJ1 34 08618.1221,g4 0 CJ1 36 086,18.1221. ` trIi6tr Fipatayra. wa,t, A 11 Alpine, an ITW Company AL 2400 Lake Orange Dr. Suite 150 14011111k, Orlando, FL 32837 Phone: (800)755-6001 ALPINE alpineitw.com Information: Site — Customer Carpenter Contractors of America Job Number N333519 JobDescriptiori. FLORIDA TEEN BUILDERS 9A6/9A7,258SE 02A,RA01 state, Address. FCty. ZIP, I me Seal # Truss Item Seal # Truss 37 086.1&1221 04157 FTGE2 38 086.18,1221,04001 FT1 39 086,18,1221,00553 MA 40 086,18,1221.01146 MG 41 086.18.1221.00709 FT1GE 42 08618.1221.01941 FT3 43 086.18.1221.01333 FT3G 44 086.18.1221.01910 FT4 45 086.18.1221,02784 FT5 46 086.18.1221,01708 FT6 47 086.18,1221,01583 FT7 48 086.18,1221,01068 FT7GE 49 086.18.1221.03720 FT8G 50 086.18.1221.02519 FT10G This &xunaent has 0een efectrorically Riqw-d ti%irto a m3ttat Stgnxfisrp. Printed copies wth:iut an oriiDina nisionatur usi to verified asiacithe o,iqnal electr!ontc Versim. tj pit419*16 No, 7(j8'61 t 811k- 4f STATE OF 031/27/2018 Florida Certificate of Product Approval #FL1999 Printed 312712018 1 27,50 PM Jgb Number: N333519 Ply 1 . SEQN 427101 137 COMN Cust R8975 JRef 1 W9M89750144 FLORIDA TEEN BUILDERS Qly. 13 FROM: PFH DrwNo. 086-18.1316.09569 Truss Label: At KID 1 WHK 03127/2018 7' 10"14 15 22' 1 "2 T1014 7'1' 2 71'2 5X5 D 12 W2' w5X5 6 5X5 EcoBA 4X6( B2) 6X8 B2 6X8 30' 10 14 30 1' 10' 10, 10' 1' 10, 20 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pt In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT. NA: PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL W TCDL: 1700 Speed 150 mph Pf NA Ce: NA VERT(LL) 0,126 H 999 360 B 1643 / 704 / 1025/ - / 287 140 BCLL: 0.00 Enclosure: Closed Lw NA Cs: NA VERT(TL). 0 438 H 999 240 F 1643 / 704 / 10251 - / - 4.0 BCDL 110,00 Risk Category: II Snow Duration NA HORZ(LL). 0,046 H Wind reactions based on MWFRS EXP:C Des Ld. 47 00 HORZ(TL) 0 103 H B Min Brg Width Reg = 1.9 Mean Hei ht: 24.19 ff NCBCLL 10,00 g Code I Misc Criteria Creep Factor 2.0 F Min Big Width Req = 1 9 Soffit: 0.00 TCDL 4.2 psf BCDL: 5.0 Bldg Code FBC 6th.ed 2017 Max TC CSI 0,936 Bearings B & F are a rigid surface. psf Load Duration: 1, 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0798 Members not listed have farces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Max Web CSI: 0.668 Maximum Top Chord Forces Per Ply (Ibs) en all: Loc. from nil: not in 4 50 ff edwa FT/RT:20(0)/10(0) Chords Tens Comp Chords Tens. Comp Plate Type(s): Wind Duration: 1. 60 WAVE I VIEW Ver. 17.02 01 A.1115 21 1 B - C 1115 - 2701 D - E 1140 - 2425 C - D 1140 - 2423 E - F 1115 - 2702 Lumber Value Set: 13B ( Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N Chords Tens Comp. Chords Tens. Comp Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP # 3 :W2, W3 2x4 SP #2 N: B - 1 2289 -852 H - F 2291 -852 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: I - H 1564 -439 Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp.. Webs Tens.. Comp Loading Truss passed check for 20 psf additional bottom C - 1 398 - 513 D - H 902 - 422 chord live load in areas with 42"-high x 24"-wide I - D 900 -422 H - E 398 - 513 clearance. Wind Wind loads based on MWFRS with additional C&Ctetrestttestrrr3t design. member ps exqq4 jfJ+ pp rt sadF' S • " 1 4 v COA0t t8r ikll(} I9. 03/ 27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating Indlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SKA) for sa ety r'actices prior to performing these functions, installers shall provide temporary bracin per BCSI. Unless noted otherwlse,top chord shall have proper) attached structural sheathin and bottom hord shall have a properly attachud rigid ceilingg Locations shown for permanent lateral restraint f webs shall have bracing Installed per BC I sections B3, B7 or 610. as applicable Ap TylatestoeachfaceoftrussandpositionasshownaboveandontheolnfDetails, unless noted otherwise. Refer to drawings 160A-Z f r standard plate positions. ALPINE Alpine, a division of ITW Builds Components Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss In conformance withAN51/l PI 1, or for handhn shippin , Installation and bracing of,trussesA seal on this dr win or Cover pagge listingthis drawingg indicates acceptanceofpro'essionalq en ineering res onsibihccvv sole) for the design shown. The suifabili ry 2400 Lake Orange Dr and se of this r7rawing for any structure is fhe responsibilityofthe Building Desigrier per ANSIfrP) 1 Sbc.2. Suite150 For more information see this iob's oeneral notes naoe and these web sites. ALPINE- www.almneirw com. TPI. www.toinSt oro. SBCA. www.sbondustry com. ICC. ww++.icesafe orit Orlando FL, 32837 I t Jrob Number: N333519 Vt_ORIDA TEEN BUILDERS Truss Label: A2 Ply. 1 SEON. 42711 / T36 ' HIPS Cust RR8975 JRet IV49M89750144 Oty 2 FROM RUG DrwNo 086 18 1221 01317 KM / WHK 03/27/2018 6 7" 13, 17' 23'5" 30' 67• _.. 65- 4•___. _ 6'5. 67" 12 6 "4X4C 30' j 1' 10' 10, 10' 1' 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pgpf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000. Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.127 1 999 360 B 1618 1308 / 1030/ - / 254 / 4.0 BCLL 0,00 Enclosure Closed Lu: NA Cs: NA VERT(TL). 0.449 1 999 240 G 1631 / 308 / 1030/ - / 4.0 BCDL 10.00 Risk Category: 11 Snow Duration NA HORZ(LL) 0.053 I Wind reactions based on MWFRS Des Ld 47 00 EXP: C HORZ(TL) 0,120 1 B Min Erg Width Req = 1 9 NCBCLL. t0 OQ Mean Height: 23.69 ft Code ! Misc Criteria Creep Factor. 2.0 G Min Erg Width Req = 1 9 Soffit 000 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI 0.841 Bearings B & G are a rigid surface. Load Duration: 1 25 BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.831 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CS[ 0,258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens. Comp. GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A 1115,21 B - C 1040 -2703 E - F 971 -2359 C - D 970 - 2330 F - G 1039 - 2732 Lumber p-E 874 -1713 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :82 2x6 SP #2 N: Webs 2x4 SP #3 W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.113"x2-5",min-)- Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement ma be used in lieu of CLR Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - J 2309 - 796 1 - G 2334 - 824 J-1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp Webs Tens. Comp C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 restraint. substitute (1) scab or (1) CLR and (2),,K scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and Ct s•s EAj80% length of web member. Attach with 0.128x3" gun nails @ 6" oc- a , t, Loading fy 7,03 1 Truss passed check for 20 psf additional bottom j chord live load in areas with 42"-high x 24"-wide " clearance. Wind,yA" Wind loads based on MWFRS with additional C&C member design +°E+'s'*... », •:ss ; COA`ft, ONA ! t 03/ 27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a pro erlyperBC91sectionsB3, B7 or 910 anless noted otherwise. Refer to Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this dr?wing any failure to build the truss In conformance with ANSIrt PI 1, or for handling, shi ping, installatldn and bracing of,trussesA seal on this drtlwiri or cover pa e listing this drawing indicates acceptance of profess onaf en meering responsibility solely for the des n shovin. The suitgabilityanduseofthisdrawingforanystructureistheresponsibilit,7of the Building Designer per ANSI/TPI 1 'W.2. For more information see this fob's oeneral notes oaoe and these web sites: ALPINE: www.alpineaw.com. TPI wwwtpinst. om SBCA: wwwsbcindustry. coin; ICC. www. iccsaf FFM—= TN! W, 1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 t Jqb Number: N333519 Ply 1 SEON 42712 / T35 / HIPS CUst: R R8975 JRO 1 WW189750144 FLORIDA TEEN BUII..DERS Oly 2 FROM: RDG DrwNo 086-18 1221 02285 Truss Label: A3 KM / WHK 03127/2018 57' 11' 19' 24'5' 30, 5.71, 5 5 , 8. 5.51' 57" SS0514 D 12 6 4X4C W6 A B 6X8(B3) H0510 30, T2 SS0 14 1 ` 10' 10` 10, 1* 10' 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf in PSF) Defl/CSI Criteriai A Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA: PP Deflection in loc L/defl L/# Loc R / U 111, / Rw / Rh / RL / W TCDL 17,00 Speed 150 mph Pf NA Ce NA VERT(LL) 0.124 1 999 360 B 1599 / 437 / 1029/ - / 220 / 4 0 BCLL 0,00 Enclosure. Closed Lu NA Cs NA VERT(TL): 0.446 1 999 240 G 1621 / 437 / 1029/ - / - 140 BCDL 10,00 Risk Category. 11 Snow Duration. NA I HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS Ld 47 00 CEXPDesHORZ(TL): 0 129 1 B Min Brg Width Req = 1.9 NCBCLL. 10,00 MeaMean Height 23.19 ft Code / Misc Criteria Creep Factor 2.0 G Min Brg Width Req = 1.9 Soffit: 0.00 TCDL: 4.2 psf Code: FBG 6th ed 2017 Max TC CSI: 0.865 Bearings B & G are a rigid surface . g g BCDL: 5.0 psf Bldg Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CS[ 0.839 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ff FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpr 0.18 Plate Type(s) 1 --- --------- Wind Duration 1,60 WAVE. HS 18SS VIEW Ver. 17 02 01A.1115 21 B C 1069 -2660 E - F 972 -2355 C - D 972 - 2301 F - G 1068 - 2711 Lumber D-E 933 -1913 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 B - J 2273 -829 1 - G 2318 - 856 Lumber value set "1313" uses design values J - 1 1952 -635 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 - 134 E - 1 503 - 123 nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. t 44S46tFRdiliFtFt a) or scab reinforcement may be used In lieu of CLR ` ttftkrestraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab s ........' it i 1;k' reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun . \ • ` nails @ 6" oc. * ' Loading A. Truss passed check for 20 psf additional bottom ; chord live load in areas with 42"-high x 24%wide clearance. p +9 Wind Wind loads based on MWFRS with additional C&C member design.° '"•m+„,, . • '1,w e r 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Alpine, a division of ITW BuildlnlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51/7 PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of pro) essionar en meerin responslbillri solely for the design shoWn. The suitability and use of this drawing for any structure is the responsibiligof the wilding Desigrfer per ANSIITPI 1 S e.2. ALPINE nv mr«a,Mr 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 F4-- b Number: N333519 FLORIDA TEEN BUILDERS Truss Label: A4 Ply I SEQN 42713 1 T34 I HIPS Cush. R R8975 JRef IW9M89750144 Oty 2 FROM ROG DrwNo. 086 18 1221 01973 KM / WHK 03127/2018 5111" 9' 5111" TV 15' 21* 24"1 30' 6' 6' 3'1'* 5'11 30, A, 10' 10 10, 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL20,00 Wind Std: ASCE7-10 Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W TCDL 17,00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 124 E 999 360 8 1548 /440 /1022/- /187 / 4.0 BCLL: 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 475 E 999 240 H 1548 / 440 /1022/. /. /4,0 BCDL 1000 Risk Category. 11 Snow Duration NA HORZ(LL) 0 048 J - - Wind reactions based on MWFRS Des Ld-i-- 47,00 EXP C HORZ(TL) 0 117 J 6 Min Brg Width Req = 1,8 Mean Height 22.69 ft NCBCLL: 10,00 TCDLi 4.2 psf Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1 8 Soffit 0,00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI. 0,782 Bearings B & H are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI 0.806 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI: 0,340 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RTi20(0)/l0(0) Chords Tens Comp. Chords Tens, Comp. GCpr 0.18 Plate Type(s) Wind Duration: 1,60 WAVE VIEW Ver 17A2 01A 1115 21 B - C 1080 -2524 E - F 989 -2053 C- D 997 -2199 F-G 997 -2199 Lumber D - E 990 -2053 G-H 1079 -2524 Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp Webs 2x4 SP #3 I Lt Wedge 2x4 SP #1:RtWedge 2x4 SP #3i B - K 2147 -832 J - H 2147 -860 Lumber value set "l 3B" uses design values K-J 2322 -872 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) WindWebsTens,Comp, Webs Tens. Comp Wind loads based on MWFRS with additional C&C member design D - K 626 -251 J - F 626 -251 H 08 1 S T AP CO A it /0 RON 10""0' 03/ 27/2018 WARNING" RtA6mb FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SB, 0 E rlactices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord snail have properly attached structural sheathingand bottom ghord shall have a properly ermanentlateralrestraintofwebsshallhavebrac, attach6dradceilin,?,. Locations shown for J., 910, ' pinsailedperBCIsectionsB3, B7 or asapplicae. Apply Oates to each face opiruss and position as shown above and on the Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buil omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewith001011, or for handling, shipping, installation and bracing of trussesA seal on this drNing or cover e 2400 Lake Orange Dr listingthisdrawing, indicates acceptance of pro) essiona engineeringresponsibility solely for the design shoy7n. The spfflability and use o? this drawing for any structure is the responsibility of the uilding Desigrier per ANSI/TPI 1 Sbc.2. Suite 150 I-,--.,.,--- — ........_:__ a -l— --.' --- .1, -- ------ Orlando FL, 32837 JQb Number: N333519 FLORIDA TEEN BUILDERS Truss Label: A5G 7' T Ply: 1 SEON: 42714 / T29 / SPEC Cust R R8975 JRef_ 1 W9M89750144 Oty. 1 FROM. PFH '. DrwNa: 086.18-1221.04063 KM / DF 03/27/2018 1.5, 23' 30' 8X8 4X8 8X10 C D 12 E 12 6 I m a) W4 06(C1) u 5X5 C1) W2 T3 v 3X6(C1) v B F A f 1 G zorin K .4..... 3z: t I:.4X6 10)(10 4X6 4X4(Ci) 30 X i' 610"4 8'1"12 811"12 6'1O'A 1` 6' 10"4 15, 23' 1"12 30' Loading Criteria rpso Wind Criteria Snow Criteria (Pg Pf In PSF) Defl/CSI Criteria Maximum Reactions (ibs) TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL W TCDL 17 00 Speed 150 mph Pf: NA Ce NA VERT(LL) 0,183 D 999 360 K 3046 / 1253 1 - / - 4 0 BCLL 000 Enclosure Closed Lu: NA Cs: NA VERT(TL) 0 711 D 797 240 F 3046 / 1253 1 - 4 0 BCDL 1000 Risk Category it Snow Duration: NA HORZ(LL) 0 033 H - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL). 0 081 H K Min Brg Width Req = 2.5 NCBCLL 0 00 Mean Height 22.19 ft Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Req = 2.5 Soffit 0,00 BCDL 4 2 psf Bldg Code: FBC 6th.ed 2011 Max TC CSI 0.977 Bearings K & F are a rigid surface BCDL: 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.331 Members not listed have Forces less than 375# Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used: No Max Web CSI: 0,693 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwali: NA FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpv 0,18 I Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213.21 B - C 2377 - 5878 D - E 3007 7425 C - D 3007 - 7425 E - F 2364 - 5846 Lumber Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE T2 2x8 SP Chords Tens.Comp. Chords Tens, Comp. 2400f-2, O E T3 2x4 SP #1 B - J 5186 - 2077 1 - H 5126 - 2061 Bot chord 2x8 SP 2400f-2 OE J - 1 5154 - 2073 H - F 5156 - 2064 Webs 2x4 SP #3 W2 2x4 SP #2 N W4 2x4 SP 2400f-2 OE Maximum Web Forces Per Ply (Ibs) Lumber value set -1 3B" uses designn values Webs Tens Comp. Webs Tens. Comp approved 1/30/2013 by ALSC J - C 755 - 93 1 - E 2502 - 1028 Bracing C -1 2471 - 1014 E - H 733 -84 a) 1 X4 #3SRB or better continuous lateral restraint D -1 1006 - 1589 to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113" x2 5",min ) Restraint material to be supplied and attached at both ends to a suitable yltttttttftrprrrr+r,+£ 4,F,- support by erection contractor we p, lYt r a) or scab reinforcement may be used in lieu of CLR q.a..+. '° restraint- substitute (1) scab for (1) CLR and (2)'••`+ scabs for (2) CLR'S where shown Scab' e reinforcement to be same size, species, grade, and a + ; M 80% length of web member. Attach with 0.12$x3" gun 7,u8nails@6" oc z ; Q. Loading 1 hip supports 7.0-0 jacks with no webs Wind tt f( Wind loads and reactions based on MWFRS e *, „+' en`' C'OA #Q t9 ti44 03/27/201 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary brawn per SCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachdrlaidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbratninIIledperBC91sectionsB3, B7 or 910 as appllcat5ie Appply plates to each face of truss and position as shown above and on tie Joint9L`etads, unless noted otherwise. Refer to' ALPINEdrawings160A-Z If r standard plate positions. Alpine, a division of ITW Buildln+ omponents Group Inc shall not be responsible for any deviation from this drawtnu any failure to build thetrussInconformancewithANSIri11, or for handlinshippinq, installation and bracin of trussesA seal on this dr wiri or cover pagqe - - 2aoo Lake Orange Dr listingthisdrawingindicatesacceptanceofpro)'essionalq en ineenng res ons bility sole) for the design shov3n. The suifabfll Suite 150 andseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 SKc.2. For more information see this iob's oeneral notes oaae and these web sites ALPINE: wwwaloineaw. com. TPI www. winst. Ora. SBCA. www. sbcindustry com. ICC. www. iccsafe Ora Orlando FL, 32837 JQb Number: N333519 FLORIDA TEEN BUILDERS Truss Label: A5GA 7' 7 Ply Qty 15' 6' SEQN: 427151 T32 / HIPS Cust RR8975 JRe( 1W9M89750144 FROM RDG DrwNo 086 18 1221 03299 KM / 01HK 03/27/2018 2 T 30' 8' r. 8X8 4X6 8X8 C D T2 E r 12 t 6 11 (. al (a) W4 o W2 r 6X6(C3) 6X6(C3) il) v B F s A "BL1 _ BL2 v ? G 5X5(C3) 4X4 H1014 4X4 5X5(C3) 1 30' 16'10"4 8'1"12 8'1"12 6'10"4 1' 6' 10"4 15, 23 1 12 30 Loading Criteria (Fist} Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind SIA ASCE 7-10 Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/deft L/# Loc R ! U / Rw / Rh / RL / W TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0,264 D 999 3601 B 3660 / 1670 ! - / 4 0 BCLL 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0 987 D 569 240 F 3652 / 1660 / - / 4.0 BCDL: 10,00 Risk Category. 11 Snow Duration NA HORZ(LL): 0.069 H - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL): 0.164 H B Min Brg Width Req = - NCBCLL: 10,00 Mean Height 22 19 ft Code / Misc Criteria Creep Factor: 2 0 F Min Brg Width Req = - TCDL 4.2 psf Bearings B & F are a rigid surface. Soffit 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.969 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.869 Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.535 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 aFT/RT20(0)/10(0) enall: Plate Type(s) Chords Tens Comp Chords Tens.. Comp GCpWind Duration1.60 WAVE, HS VIEW Ver 17.02 01A.1115.21 j B C 3192 -7023 D - E 4029 -8777 C - D 4029 - 8777 E - F 3170 - 7004 Lumber Special Loads Value Set: 13B (Effective 6/1/2013) ------(Lumber Dur.Fac =1.25 ! Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS TC: From 78 plf at -1 00 to 78 plf at 7.00 Chords Tena Comp. Chords Tens. Comp. Bot chord 2x6 SP SS TC From 39 plf at 7.00 to 39 plf at 23.00 Webs 2x4 SP #3 : W2. W4 2x6 SP #2 N TC From 78 pif at 23.00 to 78 plf at 31,00 B - J 6179 - 2790 1 - H 6133 - 2770 Lt Wedge 2x4 SP #3; Rt Wedge 2x4 SP #3: BC: From 20 pif at 0.00 to 20 plf at 7,03 J - 1 6151 - 2790 H - F 6161 - 2770 BC: From 10 plf at 7,03 to 10 plf at 22.97 Lumber value set " 136" uses design values BC: From 20 plf at 22.97 to 20 pit at 30,00 approved 1/30/2013 by ALSC TC 565 Ib Conc. Load at 7 03 Maximum Web Forces Per Ply (Ibs) TC 254 Ib Conc. Load at 9.06,11.06,13.06,15.00 Webs Tens Comp. Webs Tens. Comp Bracing TC: 250 lb Conc. Load at 16 94,18.94,20.94 - a) 1X4 #3SRB or better continuous lateral restraint TC 562 Ib Conc. Load at 22.97 J - C 685 0 1 - E 2896 - 1378 to be equally spaced. Attach with (2) 8d Box or Gun BC: 579 lb Conc. Load at 7,03 C -1 2877 - 1356 E - H 678 0 nails( 0.113"x2.5",min.). Restraint material to be BC: 137 Ito Conc. Load at 9.06,11.06,13.06,15.00 D -1 1058 - 1584 supplied and attached at both ends to a suitable BC: 136 lb Conc. Load at 16.94,18.94,20.94 support by erection contractor. BC 574 lb Conc. Load at 22 97 titfiS4n K4tif{trttt a) or scab reinforcement may be used in lieu of CLR Ll rr'ItF, restraint. substitute (1) scab for (1) CLR and (2) scabs for 2 CLR'S where shown. ScabE, reinforcement to be same size, species, grade, and * `r 80 / o length of web member. Attach with 0.128x3" gun J" nails @ 6" oc. + ` Wind ;• C} 08 Wind loads and reactions based on MWFRS a Bearing Block(s) Brg blocks:0.128"x3" nails S AT © +a. brg x-loc #blocks length/blk #nails/bik wall plate p ° ( .^ 1 0,000, 1 12" 4 Rigid Surface Q. ", +, l „+"• 2 29,667' 1 12" 4 Rigid Surface ....... 0* Brg block to be same size and species as chord. r,l Qf W RefertodrawingCNNAILSP1014formoreinformation. COA #(i if d441" iptiN 4 03/ 27/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fbr saety practices prior to performing these functions Installers shall provide temporarryY bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pefly attach d riggid ceilin Locations shown for permanent lateral restraint Of webs shall ham br dog Installed per BCSI sections B3, B7 or 910. asapplicable. Applgy plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build lnl omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss m conformance with AN51lf 1 1, or for handlinj shipping, installation and bracing of,trussesA seal on this drawing or cover page _ 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional en meerinresponsibility solely for the r(iesi nshown. The sui ability Suite 150 and useofthisiawingforanystructureistheresponsibilit,7of the Building Desigrier per ANS /TP 1 S c.2. or more information see this iob's oeneral notes Oaoe and these web sites. ALPINE. www.aoineitw. com. TPI. www. toinst. Oro: SBCA wwwsbclndustry com. ICC. www. iccsafe. Oro Orlando FL, 32837 J?b Number: N333519 Ply 1 SEON 42716 118 /COMN Cost R P8975 JPet 1W9M89750144 FLORIDA TEEN BUILDERS Oly 4 FROM RDG DiwNo 086 18 1221 04047 Truss Label: G1 KM / DF 03/27/2018 57 4 10 8' 158 12 2 1'4 574 50 12 50 Q 57 4 4X8D 1 F 94" 4X6(A2? 7'4"4 6*7"8 7 4"A 7'4"4 13'l 1"12 21*4* Loading Criteria (psf) I Wind Criteria Snow Criteria (Pg,Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Sidi ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh I RL W TCDL. 1700 Speed: 150 mph Pf NA Ce NA VERT(I-L) 0 049 H 999 360 B 1126 1323 /775 /- /201 8,0 BCLL 0,00 Enclosure: Closed Lu NA Cs NA VERT(TL) 0 188 H 999 240 F 1043 / 291 /691 1- / - 80 BCDL 10,00 Risk Category. 11 Snow Duration NA HORZ(LL) 0 020 G - - Wind reactions based on MWFRS Des Ld 4700 EXP, C HORZ(TL) 0 048 G 6 Min Brg Width Req = 1.6 NCBCLL 1000 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 2.0 F Min Brg Width Req = 1.5 Soffit 0,00 TCDL: 4,2 psf BCDL: 5.0 psf Bldg Code, FBC 6th.ed 2017 Max TC CSI 0387 Bearings B & F are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0,680 Bearings B & F require a seat plate. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI, 0,210 Members not listed have forces less than 375# i Loc. from endwall: not in 9.00 ft 1 IFTIRT20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0,18 Plate Type(s): Chords Tens Comp. Chords Tens, Comp, Wind Duration: 1.60 WAVE VIEW Ver 17 02 02X 1213 21 B - C 612 -1770 D - E 637 -1562 Lumber C-D 609 -1552 E - F 639 -1781 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 IN Webs 2x4 SP #3 Lumber value set "11 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1510 -483 G - F 1522 -485 H-G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C - H 218 -377 D-G 550 -213 H - D 535 -205 G - E 220 -384 lA COA # 03i27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent04 omp n Safety Information, by'YPI SBCA) or safety rlactices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attach rigid ceilin . Locations shown forpermanent lateral restraint f webs shall have brcininstalled per BCSI sections $3, 87 or 10, as apIcae. App ?y plates to each face ortruss and position as shown above and on the JointDetails, unless note otherwise defer to drawings 160A- Z for standard plate positions, ALPINE Alpine, a division of ITW B ildr omponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the truss inconformancewith, A la 1 1, or for handling, h stallatiTIn and bracing of trussesA eal on this dr win an inq, s ipping, installation or cover page, for 2400Lake Orange Dr. y, listingthisdrawingindicatesacceptanceofprofessionalenqmeenricresponsibilitysolelythedesignshon. The sus bility and use o? this rawing for any structure is re of the building Desigler per ANSIfTPI I Sbc.2. Suite 150 61.— Orlando FL, 32837 Job Number: N333519 FLORIDATEEN BUILDERS Truss Label: G2 Ply. 1 SEQN 42717/ 116 ICOMN Cust RR8975JRef IVV9M89750144 Qty i FROM ROG D(wNo 086 18 1221 00771 KM / VVI-1K 0312712018 B A 4X6(/,2) W 5' 7 4 108' 158" 12 21 4 5' 7 4 5'0' 12 5'0" 12 5'7'4 4X8 D 5X5 =4x4 4X6( A2) 21' 4" 7 4"A 67'8 7'4"4 7'44 13"11"12 21*4'* Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.P(,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Stall. ASCE 7-10 Pg NA Ct NA CAT: NA i PIP Deflection in loc L/defl L/# Loc R /-U --/ Rw / Rh RL /W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(Ll-): 0.049 H 999 360 B 1123 /322 /774 /214 /80 BCLL. 0,00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 F 1123 /322 /774 /8,0 BCDL. 1000 Risk Category 11 Snow Duration: NA HORZ(LL) 0.020 n Wind reactions based on MWFRS Des Ld: 4700 EXP C HORZ(TL): 0. 048 H i B Min Brg Width Req = 1.6 NCBCLL 1000 Mean Height 15 00 ft Code / Misc Criteria Creep Factor: 2.0 F Min Br Width Re = 1 6 Soffit, 000 TCDL 4 2 psf BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017, Max TC CSIi 0.370 Bearings B & F are a rigid surface Load Duration: 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI 0,670 Bearings B & F require a seat plate. Spacing: 24.0 C&C Dist a, 3 00 It Rep Factors Used: Yes Max Web CSI: 0,205 i Members not listed have forces less than 375# Loc from endwall not in 9,00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 018 Plate Type(s): 7: Chords Tens Comp. Chords Tens. Comp. Wind Duration: 1 60 WAVE VIEW 17,02,01A,1115.21 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Got chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. B-C 602 - 1765 D- E 603 -1548 C-D 603 -1547 E - F 602 -1766 Maximum Got Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. B - 1 1506 -426 H - F 1506 -452 1 - H 1020 -225 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp Webs Tens. Comp. C - 1 217 -376 D- H 537 -207 1 - D 536 -207 H - E 217 -376 VA. i PR S T Ci 00 COA 4 /ONAL ill" 04100, 03/27/2018 WARNING— READANDFOLLOW ALL NOTES 6j4- THIS -bRA1W-INGl1--- IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s req re extreme care in fabricating, handl,, sh installing, and bracin?, Refer to and follow the latest edition of BCSI (Building gn,a'n,, al, n nenNafetyInformation, by TPI an SBCA _,ce prior to perfor Ing these functions. Installers shall provide temporary I per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathingand bottom ghord shall have a properly I alled per BC I sectionsB3. B7 or 10, rigid ceiliny. Locations shown for permanentlateralrestraintofwebsshallhavebracinpinstalled9icae. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to s 160A-Z for standard plate positions. ALPINE a division of ITW B ildln,$ omponents Group Inc shall not be responsible for any deviation from this drawintan u failure to build the conformancewith, A I 1 1, or for handling, shippinp, installatsiOn and bracini of trussesA seal on this dr wi q or cove' 2400 Lake Orange Dr. this drawin, indicates acceptance of essionaenpineerinresponsbillsolelyforthedesignshown. The spaidtility iie of this drawing for any structureisKeoresponsibilitofthebuildingDesig%er per ANSIfTPI 1 Sbc.2. Suite 150 1-1- ... I- -- --.1 -.. -. - -.. -- -1.. - .1- --- ---, - T. 1 --- -- - 1- --' - ", . .... 1. - Orlando FL. 32837 JFb Number: N333519 Ply 1 SEON 42763 / T15 / HIPS Cust RR8975 JRef 1VV9M89750144 FLORIDA TEEN BUILDERS Oty. 1 FROM RDG DrwNO: 086 18 1221 01927 Truss Label: G3 KM ; V'JHK 03727/2018 9' 12'4" 21 A" 6X8 5X5 C 12 D 12 F M P L3 F 4X4( A2) --.2X4 ci 5X5 4X4(A2) 1 2 t • 4• -I 9'1"12 2'10" 9'4"4 1• — q;.,12 11' 11"12 - 1' 2IA" Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (ibs) TCLL 2000. Wind Std ASCE 7.10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# i Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed. 150 mph Pf NA Ce NA VERT(LL): 0.029 G 999 360 B 1123 / 323 / 773 / - / 186 / 8 0 BCLL 0,00 Enclosure Closed Lu NA Cs NA VERT(TL) 0 110 G 999 240 ; E 1123 / 323 / 773 ! - / 8 0 BCDL 10 00 R Risk Category: IISnow Duration NA HORZ(LL): 0.018 H Wind reactions based on MWFRS Des Ld 47, 00 EXP. C HORZ( TL): 0.042 H B Min Brg Width Req = 1.6 NCBCLL. 10,00 Mean Height: 15 00 ft Code / Misc Criteria Creep Factor 2.0 E Min Brg Width Req = 1.6 Soffit: 0.00 TCQL: 4 2 psf BCDL: 5 0 sf p Bldg Code. FBC 6th.ed 2017 Max TC CSI 0,776 Bearings B & E are a rigid surface. g g LoadDuration: 1 25 MWFRS Parallel Dist h!2 to h TPI Std 2014 Max BC CSI: 0,886 Bearings B & E require a seat plate. Spacing: 24.0 i C&C Dist a: 3.00 ft Rep Factors Used. Yes 1 Max Web CSI: 0.105 Members not listed have forces less than 375# Loc. from endwall. not in 9.00 If FT/RT:20(0)/10(0) j Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): j Chords Tens.Comp. Chords Tens Camp. Wind Duration: 1 60 WAVE VIEW Ver 17.02 01A..... B - C 569 - 1547 Q - E 568 - 1542 Lumber C - D 603 - 1263 Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set 138" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. FICA y m 4 S Air o « CO/ NAk. 03/ 27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 - 352 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shi pin instal ling. and bracing. Refer to and follow the latest edition of BCSI (Building onent Safety Information, by TPI and SBCA) for safety r'actices prior to performing these functions. Installers shall provide temporary oper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d riggid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslaliedperBCSIsections63, B7 or 810, hcatSie AppTy pates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to igs 16OA-Z for standard plate positions. a division of ITW Build omponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the n cgnformance with ANSirT 11, or for handlincL shipping, mstallaGon and bracng of trussesA seal on this drowirfq or cover page I this drawing indica es acceptance of pprofessional engineerin responsibilittyy solely for the design shornin. The suif8bility ise of thisdrawingoranystructureisfheresponsibilityofthewildingDesrgrSerperANSIlfPI / S c.2. F M—h III, - 2400LakeOrange Dr Suite 150 Orlando FL, 32837 Job Number: N333519 I 10 P 11) A TEEN BUILDERS Truss Label: G4G 7 7 6X6 C 12 6 in 4.3 A 4X8(B3) I 4X4 Illy 1 SEQN 42719/ T28 /HIPS Cust R R8975 JIRO 1W9MB9750144 Oty 1 FROM PFH DtwNo 086.18 1221 01520 KM / VVHK 03/2712018 14'4" 2 1A 7A- 7 H 6XIS 21'4" T2 E F 4X8(B3) 6'1 O'A 39"12 39" 12 610"4 l' 6'10"4 108 11 14'5" 12 214" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Phn PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT NAI PP Deflection in loc L/defl L/# Loc R U /Rw /Rh I RL W TCDL 1700 Speed: 150 mph Pf NA Ce NA VERT(LL): 0.094 H 999 360 B 2134 /617 /8,0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) 0.365 H 999 240 E 2134 / 617 1- /8,0 BCDL 1000 Risk Category. 11 Snow Duration NA HORZ(LL) 0 042 G - - Wind reactions based on MWFRS Des Ld. 4700 EXP C HORZ(TL). 0.101 G B Min Erg Width Req = 2,5 Mean Height: 15.00 ft NCBCLL. 000 Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 2.5 TCDL: 4.2 psf Soffit 000 Bldg Code FBC 6thLed 2017 Max TC CSL 0,643 Bearings 8 & E are a rigid surface. BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BCCS[ 0685 Bearings B & E require a seat plate, Spacing 24,0 C&C Dist a: 3,00 It Rep Factors Used. No Max Web CSI, 0,265 Members not listed have forces less than 375# Loc, from endwall: NA FTIRT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s)i Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A, 1115,21 1 B- C 1127 -3930 D-E 1127 -3930 Lumber C - D 935 -3524 Value Set. 13B (Effective 6/l/2013) Top chord 2x4 SP #1 T2 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP #3 Lumber value set " 1313" uses design values B-I 3427 - 964 H-G 3398 -961 approved 1/30/2013 by ALSC I - H 3398 -961 G-E 3427 -%4 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 lacks with no webs. Webs Tens.Comp, Webs Tens Comp Wind I - C 696 -74 D-G 696 -74 Wind loads and reactions based on MWFRS. vv. X. 08 V 04. 0 S AT 0 01111t' ONAL 03/ 27/2018 WARNING-" READ-mb FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, h dl' hip mi,anstalhng and bracing. Refer to and follow the latest edition of BCSI (Building a' In e ComponentSafetyInformation, by TPI an SBCA) I& ctices prior to performing these functions. Installers shall provide temporary b, a.r, per BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly Locations shown for lateral restraint of webs shall have bracin installed per BCSI sections B3. B7 or 10, attach2drigidceiliny19 App to face truss and on the JoinoDetails, noted otherwise. Refer to 141116111, 1 as applica e. y plates each o and position as shown above unless drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drawingany failure to build the truss in conformance with ANST01 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or yhverspa Valbility2400 Lake Orange Dr. listing this rawing, indicates acceptance of pro essiona e nfete inguresponsibilitv solely for the desi n shoWn. and use op this rawing for any structure is fhe responsib hre ilding Desigrier per ANSIrrPI I S%c.2. Suite 150 For more information ..e this oh's m,naral not— oam, and these web sjtas ALPINE www almneitw c.om TPI www tomst oro SBCA www sbandustry com ICC www tccsafe ora Orlando FL. 32837 r Job Number: N333519 Plyy. 1 SEON. 42720 / T23 HIPS Gust RR8975 JRef. 1W9M89750144 FLORIDA TEEN BUILDERS Oty 1 FROM PFH DtwNci 086 18 1221 04453 Truss Label: C1G KD 1 WIAK 031'2712018 1'10"8 6'4" 9'10"4 14'5"8 16'4" 1'10"8 4,5"8 3'6'4 4'74 V10"8 12 4X4 6 =8X12 2X4 T2 8X12 C D E F t 4X8B(33) -ry 0 W2 WD 4X8G 3) co rt sts A 20:1,: 1n K J I H i 2X4 8X10 H1014 2X4 C 16'4° 2'0"4 4'3"12 3'8" 4'3"12 2'0"4 2'0"4 6,4„ 10, 14'3"12 16'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000. Wind Std ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL. 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 1986 4.0 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL). 0.863 D 352 240 G 2106 / 862 i 4 0 BCDL 1000 Risk Category 11 Snow Duration: NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS Des Ld 47 00 EXP: C HORZ(TL): 0,076 C B Min Brg Width Req = 2 5 NCBCLL. 10,00 Mean Height: 20.91 ft Code / Misc Criteria CreepFactor: 2.0 G Min Big Width Req = 2.5 Soffit: 000 TCDL 4 2 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.797 Bearings B & G are a rigid surface. BCQL 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,919 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a. 3.00 It Rep Factors Used: Yes Max Web CSI: 0,365 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, Comp. GCpi 0,18 Plate Type(s): Wind Duration 1,60 WAVE, HS VIEW Ver 17 02 02A 1213 21 B - C 1506 -3622 E - F 3224 -7916 C - D 3135 -7698 F - G 1593 - 3893 Lumber D - E 3135 -7698 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.0E: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2,OE: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1 25 / Plate Dur Fac =1.25) TC From 78 plf at -1.00 to 78 plf at 16 33 BC From 20 plf at 0-00 to 20 pif at 16,33 TC 66 lb Conc. Load at 1.91,14.44 TC: 47 lb Conc. Load at 3 94, 5 94, 7.94, 8.40 10 40,12 40 BC. 51 lb Conc. Load at 1 09 BC 37 lb Conc. Load at 1.91,14.44 BC 148 lb Conc. Load at 3.09 BC 33 lb Conc. Load at 3.94. 5.94, 7.94, 8,40 10.40,12.40 BC 246 lb Conc. Load at 509 BC 347 lb Conc. Load at 7.06, 9 06,11,06,13 06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B -K 3182 -1311 1 - H 3467 -1411 K - J 3213 - 1302 H - G 3423 - 1399 J-1 8001 -3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - J 4616 - 1895 1 - F 4588 - 1870 D - J 349 - 380 03 /27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handlingg sh1 pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI ants SBCA) fbr sa ety practices prior to performing these functions Installers shall provide temporary Onu per BCSI. Unless noted oytherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall have a properly1chdriggidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebraacm9Ins and per BCSI sections B3, B7 or 10, applicable Apply plates to each face ofptruss and position as shown above and on the Jolnt4Details, unless noted otherwise Refer to wings 160A-Z for standard plate positions. ine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drewin9 any failure to build the s In conformance with ANSI 1 1, or for handlin j shipping, installation and bracing of trussesA seat on this drawirfg or over page . in this drawing indicates acceptance of professionar en ineen res onsrbitit sole) for the desi n showin. he suitabihJuseofthisdrawingforanystructureisCorethe6uitdingDesigrferperANSI(TPI 1 S2a2. more information see this iob's general notes Dade and these web sites. ALPINE wwwalpineaw. com. TPI www tpinstorg, SBCA. wwwsbcindustry corn: ICC www. iccsaf 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN. 42721 I T21 t HIPM Cust R R8975 JRef: iW9M89750144 FLORIDA TEEN BUILDERS Qty 1 FROM RDG DiwNo 086 18 1221 02425 Truss Label: F11G KM 1 WHK 03/2712018 7' 10' 10"7 7' 3't 0„ 7 T2X4 2 a t 3X6 1 7• 5y1 _.. .T.. _. 3' 4" 13 1 T l 12 3'8" 1 1 T1"12 10'10"7 Loading Criteria (psf) ; Wind Criteria Snow Criteria (Pg.Film PSF) Defl/CSI Criteria A Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Fig, NA Ct: NA CAT NA, PP Deflection in loc L/defl L/# i Loc R / U / Rw / Rh / RL I W TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 / 198 / - ! - / - / 8.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.076 F 999 240 F 995 / 224 / - / - ! - / 11.3 BCDL: 10,00 Risk Category: II Snow Duration NA HORZ(LL) 0.012 F - E 611 / 207 1- (- / - / 57 Des Ld 47 0011 EXP: C HORZ(TL) 0.030 F Wind reactions based on MWFRS NCBCLL. 0,00 Mean Height: 15. 00 ft Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 0,00 TCDL 4.2 psf Bldg Code FBC 61h ed 2017 Max TC CSI 0 805 F Min Brg Width Req = 1.5 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0.681 E Min Brg Width Req = 1,5 Bearings B. F, & E are a rigid surface. Spacing. 24.0 " C&C Dist a: 3,00 ft Rep Factors Used No Max Web CSI 0.181 Bearings B& F require a seat plate. Loc, from endwall: NA FT/RT: 20(0)/10(0) GCpi: 0.18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1,60 WAVE VIEW Ver 17 02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp._ Value Set: 13B (Effective 6/1/ 2013) B - C 179 -449 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0- 0 jacks with no webs Left side jacks have 7-0- 0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1.0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 1 gtEtA#ES#t(i t7rkry Wind a i Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. p+ e gym "\\.Ss," N aj+ i i( gjw ipP`wi tipf 03/ 27/ 20l8WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling9 Shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f0i safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigid ceiling Locations shown for permanent latarai restraint of webs shall have bracing installed per BCI sections 63, 67 or 810, as applicatFle Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Build nq Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANStI/TPI 1, or for handlmn shippin , installation and bracing of,trussesA seal on this dr wing9 or cover pa listing this drawing indicates acceptance of pro'fessionaf engineering responsibieicv solely for the design shov7h. The suitability and use of this drawing for any structure is the responsibility of the Building DesigFier per ANSI/TPI 1 Sbc.2. For more information see this iob' s oeneral notes pane and these web sites: ALPINE. wwwalpineitw com. TPI. www.tpinst. orq, BQCA. wwwstiandustry com, ICC. www. iccsaf 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SFON 427221 153 /VAL, Cust RR8975JRe( 1VV9M89750144 I FLORIDA I'LLN BUILDERS Oty I FROM PI'li DrwNo 086 18 1221 03175 Truss Label: V3 KM I VVHK 03127/2018 6' 1011,18 12' 1110,18 4'1 "8 41 "8 12' 6- 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSIF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCILL 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAPP Deflection in loc L/defl L/ft Loc R / U ---/Rw I -Rh /RL /W TCDL 17.00 Speedil5l) mph Pf: NA Ce: NA VERT(I-L) 0 001 H 999 360 1- 98 /31 /54 /- 12 /144 BCLL, 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,003 H 999 240i Wind reactions based on MWFRS BCDIL 1000 Risk Category: 11 Snow Duration: NA HORZ(LL) -0.000 F - I Min Brg Width Req Des Ld 47 00 EX P HORZ(TL): 0.001 F Bearing A is a rigid surface. NCBCLL 1000 Mean 22.39 ft Code if Misc Criteria Creep Factor 2.0 Soffit 000 TCDLi 4,2 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI 0.337 Members not listed have forces less than 375# Load Duration 1 25 BCDL: 5.0 psf MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI 0117 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Spacing 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes i Max Web CSI: 0,074 Loc. from endwalli not in 9.00 It FT/RT:20(0)/10(0) C-G 248 -400 GCpr 0,18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17,02,01A.1115.21 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 38" uses design values approved 1130/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . V AT 0 C At- V 03/ 27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in ricatin handlin , shipping, installingand racing Refer to and follow the latest edition of BCSI (Building Component Safety Information, b Ian ' ) rsaE practices prior to performing these functions. Installers shall provide temporary bracingper B S1. Unless noted otherwise to chordshall have properl attached structural sheathingand bottwn Cghord shall havy properly eIsectionsB3. 7 or 9 10, attachriidcedingLocationsed Locations shown erman nt lateral I restraint f webs shall have bracing installed unless ote asapplicableApplyplatestoeachfacetrussandpositionasshownaboveandontheJoinfDetails, upile Cn otherwise Refer to drawings 160 -Z for standard plate positions. ALPIN Alpine, a division of ITW B ildm,Conrjponents Group Inc, shall not be responsible for any deviation from this drawingany failure to build the truss in conformance I XNSI PI 1, or for han&4 shipping, installation and bracing of trussesA seal on this drwlinq or cover pa e, 2400 Lake Orange Dr. listing this rawin, indicates acceptance of pro essiona meerin responsibilitysolely for the desi n shown. The suiability anduseofthisdrawingforanystructureistheresponsibilityoftheguildingDesignerperANSIrTPIIS%c.2. Suite 150 or more information see this job's general notes page and these web sites ALPINE www alpineitw core TPI www tpmst , SECA www sbcondustry co , IGC www iccsafe org Orlando FL, 32837 Job Number. N333519 Ply: 1 SFON: 42723 / T44 t VAL Cust R R8975 JRef_ 1 W9M89750144 FLORIDA TEEN 13UILDEFZS Oty 1 FROM PFH DrwNo 086.18.1221 01130 Truss Label: V2 KM / WFIK 03/27i2018 6' 1 "8 8' 1'10"8 4'Y 1110"8 8 _ 8' 8' Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF TCLL 2000 Wind Std: ASCE 7-10 Pg NA Ct NA CATNAI PP Deflection in loc L/defl L/# Loc R / U Rw / Rh / RL ! W TCDL 1700 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.001 F 999 360 ! G* 97 / 26 / 53 /- / 2 / 96 0 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL). 0.003 F 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL) -0.000 E - G Min Brg Width ReqEXP Des Ld 4700 C HORZ(TL): 0.001 E Bearing A is a rigid surface. NCBCLL 1000 Mean Height 23 39 it MeaTCDL42 psf Code / Misc Criteria CreepFactor 2.0 Soffit 000 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.463 Members not listed have forces less than 3759 Load Duration 1 25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.117 Spacing 24 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Loc from endwall not in 9 00 it FT/RT:20(0)/10(0) GCpr 0. 18 Plate Type(s): _ Wind Duration: 1 60 WAVE VIEW Ver 17.02 01A 1115 21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/ 3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . vpn- %f tka. A 08 COA y { R M R w R 1L* kNAIL arersnteaa' p1 a+'` 03/ 27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI ( Building Installers shall provide temporary bottom ghord shall have a progerly per BCI sections B3, B7 or 10 unless noted otherwise. Refer toAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anyy failure to build the truss In conformance with ANSI 1, or for handlf4 shippinq, Installatl6n and bracing of trussesA real on this dr wing or cover pa e , listing this drawing, indicates acceptanceofpro'essionaT engineering n ineering responsibilit yy solelyorthe desi n shown. The suitability and use of this drawing for any structure is the responsibiliq of the Building Desigi5er per ANSI(TPI 1 S c.2. For more information see this job`s general notes pane and these web sites. ALPINE www alpineitw, coin _ TPI www-tpinstoro; SECA. wwvwsbcindustry com: ICC- www. iccsaf ua ^vr cn4a^,r+ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SEON 42724 / T56 / VAL. Gust R R8975 JRef 1 W9M89750144 FLORIDA TEEN BUILDERS Qty 1 FROM PFH DrwNo 086 18 1221 02753 Truss Label: Vi '... KM / WHK 03127/2018 1' 10"8 1' 10"8 4' 4' 2'1" 8 4' 4' Loading Criteria ( psf) I Wind Criteria Snow Criteria (Pg P(m PSF) DefllCSl Criteria TCLL: 20,00 Wind Sid: ASCE 7-10 Pg NA Ct: NA CAT NA PP Deflection in loc L/defl L/# TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.005 999 360 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0,017 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 - - Des Ld 47,00 EXP: C HORZ(TL) 0.004 NCBCLL. 10,00 Mean Height: 24.39 It TGDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0 097 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std 2014 Max BC CSI: 0 141 Spacing: 24,0 " C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9 00 It FT/RT20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1_60 WAVE VIEW Ver: 17.02.01A.1115,21 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Maximum Reactions (Ibs), or *= PLF Loc R I /Rw / Rh /RL /W D* 97 /11 /50 /- / 5 /480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 03/27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary cin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly achod n td ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BC I sections 63, B7 or 610 applicab)e Appplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to wings 16OA-Z for standard plate positions. ine, a division of ITW Buildinlcomponents Group Inc shall not be responsible for any deviation from this drawing apv failure to buildthe>s In conformance with, NSIn RI 1, or for handling, shipping, mstallatiN and bracing of,trussesY seal on this drawutg or cf.he suafability in99 this drawing indicates acceptanceof protesstonafenineeringresonstbilisole) for the desi n shown. J Gse of this drawing for any structure is the responsibilityof the Building Desigrfer perANSlrrPI 1 S%c.2. more information see this iob's oeneral notes Dane and these web sites ALPINE www alnineihv turn TPI www minst oro SBCA www shondustry corn ICC www iccsaf ALPINE INE au rw-:on,Flnnr 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SEQN 42725 1 T12 1 VA[ Cust R R8975 JRef 1 W9M89750144 FLORIDA TEEN BUILDERS Qty 2 FROM PFH DrwNo 086 18 1221 03955 Truss Label: MV2 KM / VViiK 03t2712018 3'6" 12 4' T6" 12 5' 4' 4' 3'6"12 5"4. 3'6"12 4' Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL 2000. Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT NA, PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mph Pf: NA Ce. NA VERT(LL): NA F* 97 33 67 ! - / 21 / 48.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT TL NA Wind reactions based on MWFRS BCDL 1000 Risk Category: II Snow Duration. NA HORZ(LL) 0 004 E F Min Brg Width Req = - Des Ld 47,00 EXP: C HORZ(TL) 0 009 E Bearing A is a rigid surface NCBCLL 1000 Mean Height: 22,56 ft TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit 0.00 BCQL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0 198 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 i Max BC CSI: 0.164 Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSC 0.083 Loc. from endwall: not in 9.00 If FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17 02 01A 1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . ONr Pr R701 R a S T 0 m coA 20NAL 1l kk dMlttllfiM 03/27/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ply prates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Reter to For standard plate positions. of ITW Buildin Components Group In shall not be respponsible for any deviation from this drawin any failure to build the ice with ANSI PI 1. or for handlin shippin . installatidn and bracin of trussesA seal on this dir wirS9 or cover pa9e , nnindicatesacceptanceofproessronalenineeringresponsoibilitysole) for the desi n shovTn. The suifablhty drawing for any structure is the responsibilit of the Building Designer peryANSUTPi 1 S CZ ee this job's general notes page and these web sites. ALPINE. www. albineitw.corn, TPI. www.tbinst. orq SBCA wwwsbcindustrv. corn: ICC. www icrsat AN fiW OMi'ANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Ply. 1 SEON. 427261 T11 / VAL Cust PR8975 JRef. iVV9M89750144 Oty 2 FROM PFH DrwNo 086 18 1221 02940 KM / WHK 0312712018 Job Number: N333519 FLORIDA TEEN 13UILDFRS Truss Label: MV1 2' a Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF TCLL 2000. Wind Std ASCE 7-10 Pg NA Ct: NA CAT: NA... PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 17,00 Speed 150 mph Pf. NA Ce NA VERT(LL). 0 007 B 999 360 D* 97 / 16 160 /- / 12 / 24 0 BCLL 0,00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0,027 B 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0,003 B - - D Min Brg Width Req = - Des Ld 4700 EXP C HORZ(TL): 0.007 B Bearing A is a rigid surface. NCBCLL 10.00 Mean Height 23.06 It TCDL 4.2 psf Code / Misc Criteria Creep Factor 2.0P Soffit: 000 Bldg Code FBC 6th ed 2017 Max TC CSI 0.057 Members not listed have forces less than 375# BCDL 5 0 psf Load Duration: 1,25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI: 0.732 Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall not in 9.00 ft FT/RT 20(0)110(0) GCpr 0.18 Plate Type(s): Wind Duration: 1 60 WAVE i VIEW Ver 17.02.01A.1115.21 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 8844 a COArV3N At,< 03/27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom hord shall have a propperly attached rapid ceihn99 Locations shown for permanent lateral rostraint of webs shall have bracin Installed per BCSI sections B3, B7 or 610, as applicable Appply lates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 16OA-Z fbr standard plate positions Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build thetrussInconformancewithANSIll1, or for handlingc1 stiffppmg,installation and bracing of trussesA seat on this dr wiXg or cover pa9e . listing this drawingg indicates acceptance of proTessionar en ineering responsibilittyv solely for the despp n shown. The suitability and use of this Arawing for any structure is tPlie responsibilit}7 of the Building DesigiSer per ANSI/TPI 1 S2c.2. or more information see this lob's oeneral notes bane and these web sites ALPINE www. atimeitw com: TPI. www toms). oru SBCA wwwsbcmdustrv. com, ICC. www. icesaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N333519 Ply i FLORIDA TEEN BUILDERS Qty: 3 Truss Label: HJ7 SEQN 42727 / T24 / HIP_ Cust R R8975 ,1Ref 1 W9M89750144 FROM: HMT DIwNo: 086 18 1221 00662 KM / WHK 031272018 Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL 0 00 BCDL 10.00 Des Ld:- 4706 NCBCLL 0,00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " 1,5„ Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Lac, from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top chord. Provide (3) 0 131"0.0", min toe -nails at bottom chord 5'2"5 9' 10" 1 5'2"5 4711 9'5"7 9'5"7 Snow Criteria (PgPf in PSF) Pg NA CtNA CAT:W Pf: NA Ce. NA Lu: NA Cs: NA Snow Duration NA Code ! Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Ltdefl U# VERT(LL): 0.017 C 999 360 VERT(TL): 0.067 C 999 240 HORZ(LL) 0 006 F - - HORZ(TL.). 0.014 F Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0 623 Max Web CSI: 0.420 VIEW Ver: 17.02.01A.1115.21 03/27!2018 0 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 !- !- /- /10.6 E 443 /56 /- /1 /0 /1.5 D 305 ( 156 / - / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B- C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. C - F 333 - 831 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handlin shlppin99 installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, byY TPI and SBCA) toy safety 13ractices prior to performing these functions Installers shall provide temporary cing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BC I sections B3. B7 or B10 applicable AppTy plates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' iwmgs 16OA-Z for standard plate positions. one, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the ss in conformance with ANSIR 1 1, or for handlin shipping, installation and bracingof trussesA seal on this drowiriq or cover pa e.. ing this drawing indicates acceptance f pro'esswnaf en ineenng responsbility solely for the desi n shown. The suif9abihty, JuseofthisArawingforanystructuresmeresponsibilwoftheBuildingDesigrierperANSI/TPI 1 S%c.2. more information see this iob's oeneral notes oaoe and these web sites. ALPINE: www alnineaw com. TPI. www.toinsl ore SBCA. wwwsbeindustry com: ICC www. iccsaf ALPINE nni i? ve ^CMonrry 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 1,4333519 FLORIDATLEN BUILDERS Truss Label: HJ7A. Ply i SEON: 42728 / 1-30 / HIP_ Cust R R8975 JRef: 1 W9M89750144 Oty 4 FROM: HMT DrwNo: 086 18 1221 03206 KM ? WHK 03/27r2018 I 5'2"3 9' 10"1 5'2..3 47"14 D k I 12 4.24 3X6 C v A i FE 3X4(B1) 6X6 1 1.5„ Loading Criteria (psr) Wind Criteria TCLL 2000. Wind Std: ASCE 7.10 TCDL 17.00 Speed: 150 mph BCLL 0,00 Enclosure Closed BCDL 10.00 Risk Category: II EXP C Des Ld 47,00 Mean Height: 22.18 It NCBCLL 0 00 TCDL 4.2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3.00 ft Loc from endwall: NA GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0 131"x3 0", min toe -nails at bottom chord. 4"6 9151,10 91011 Snow Criteria (Pg.Pf in PSF) ': Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh t RL / W Pf: NA Ce: NA VERT(LL): -0.023 C 999 360 , B 423 / 181 / - / - / - / 4.9 Lu: NA Cs: NA VERT(TL): 0 061 C 999 240 E 439 / 101 / - ! - / 1,5 Snow Duration: NA HORZ(LL): -0 010 E D 312 1209 / - / 1.5 HORZ(TL): 0.012 E Wind reactions based on MWFRS Code ! Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSC 0 809 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI 0,621 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.392 Bearing B is a rigid surface. FT/RT:10(0) Members not listed have forces less than 375# Plate Typeype(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver, 17 02 01A 1115.21 Chords Tens.Comp. B - C 441 - 743 a A . p COA oa ' ONAk. 03/27/2018 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a pro erlyperBCIsectionsB3, B7 or 910 unless noted otherwise. Refer to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 - 755 Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI PIPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drUing or cover page, listing this f rawin indicates acceptance of pro ess ona en ineering responsibility solely for the desi n shown. The suiFabfhty and use o this yawing for any structure is a responsibilit of the Building Designer per ANSI/TPI 1 S$c.2. ALPINE w mn,Cut+ury 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333519 Ply: 1 ', SEON: 42729 / T20 r NIP_ ',. Cust RR8975 JRef. 1 W9M89750144 FLORIDA TEEN BUILDERS Oty 1 FROM HMI DrwNo 086 18 1221 00881 Truss Label: HJ7S KM / WHK 03/2712018 Loading Criteria (psf) TCLL: 20,00 TCDL 1700 BC LL: 0,00 BCDL 10,00 Des LcL 47,00 NCBCLL: 0.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 1 L 5'2" 3 9110, 11 5 2" 3 47' 14 C A ED 6X6 3X4( B 1) Wind Criteria Wind Std: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height 22.43 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwa0: NA GCpi: 0,18 Wind Duration: 1-60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6- 11- 8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131" x3.0". min toe -nails at top chord. Provide (3) 0.131" 0.0", min toe -nails at bottom chord 9'S"10 9' S"10 1 Snow Criteria (Pg.Pf in PSF) i Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA GAT: NAj PP Deflection in loc L/defl L/# Loc R f U / Rw / Rh / RL / W Pf: NA Ce: NA j VERT(LL): -0.023 B 999 360 A 382 / 160 ! - ! - 1- ! 4 9 Lu: NA Cs_ NA VERT(TL): 0,059 B 999 240 ? D 443 / 105 / - 1 - / 1.5 Snow Duration: NA HORZ( LL): -0.010 D - C 311 1211 ! - / 1.5 HORZ(TL): 0.012 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 2011 Max TC CSI: 0.803 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.627 C Min Brg Width Req = - Rep Factors Used. No Max Web CSI: 0.397 Bearing A is a rigid surface. FT/RT.20(0)! 10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17. 02 01A 1115 21 Chords Tens Comp. A - B 449 - 749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. B - E 446 - 763 03/27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent0ety Information. by TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly d rigqid cellin Locations shown for permanent lateral restraint of webs shall hav bracin9 mslalled per BCi sections B3,7 or B10 Icable Apply plates toeachfaceoftrussandpositionasshownaboveandonteJointDetails, unless noted otherwise. Refer to s 16OA-Z for standard plate positions. a division of ITW Buildin omponents Group Inc. shall not be re s onsible for any deviation from this drawn an failure to build the ALPINE RI 1, or for handlin shippin , installatidn and bracing of trussesA seal on this drAw, ld or cover page .. 240o Lake Orange Dr acceptance of pro'esswnalengineeringresponsibilitysolelyforthedesignshown. The suifabdtty guile 150 any structure is theresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sec.2. Orlando FL, 32837 Job Number: N333519 Ply. 1 SEON 42730/ 1-48 /HIP Cust RR8975,Ref 1MM89750144 FLORIDA TEEN BUILDERS Q(y. 2 FROM RIDG DrwNo 086 18 1221 01255 Truss Label: HJ2 KM / WFIK 03/2712018 4.24 12 C Q0 B LO 00 6" 6 A D 4X4(Bl) 27 " 1 1'5" Loading Criteria ( pso . Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLLi 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP C Des Ld: 47,00 Mean Height: 20.90 It NCBCLL: 0.00 TCDL 4.2 psf Soffit] 0,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C& C Dist a: 3,00 ft Loc, from endwall: NA GCpi: 0,18 Wind Duration 1.60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "l 313" uses design values approved 1130/2013 by ALSC Loading Hipjack supports 1 - 10- 0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131" x3,0", min. toe -nails at top chord - Provide (2) 0.131" x3.0", min, toe -nails at bottom chord. 271 Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct. NA CAT. NAI PP Deflection in loc L/defI L/# Loc R / U /Rw /Rh RL W Pf NA Ce NA VERT(LL). NA 8 102 151 /_ / - /_ 4,9 Lu, NA C& NA VERT(TL). NA D 4 / - /7 1 1.5 Snow Duration NA HORZ( LL): -0 000 D C 18 /12 /_ 1,5 HORZ(TL). 0001 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code. FBC 6th ed 2017 Max TC CSI 0 136 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0031 C Min Brg Width Req = - Bearing B is a rigid surface, Rep Factors Used: NoMaxWebCSI0000FT/RT:20(0)/ 10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver 17 02,01A 1115 21 03/27/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS bRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlinp, shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bSBCA) or safety 8. I, i TPI an ty ractices prior to performing these functions Installers shall provide te porary 5 BCS Unless noted o herwise,top chord shall have properj attached structural sheathin and bottom chord shall have a properly d ceiling R 10Y,. Locations shown forermanentlateralrestraintfwebsshallhavebrcripinsalledperBCSIsectionsB3, B7 or B to pp y Iatgs toeachfaceotrussandpositionasshownaboveandonthe. on Details, unless noted otherwise. Refer ! r he A" el T, 3s 160A-Z for s an ard plate positions a division of ITW B $Components Group Inc. shall not be responsible for any deviation from this drawria,=, failure to build the conformance withANSI P1 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wi g or cover page this drawing indicates acceptance of proyessional en meerl responsibility solely for the design shown. The suitability ie o? this rawingforanystructureIstheresponsibiliqoftheBuildingDesigrierperANSIITPI1S3c.2. Amiz 1 w _nW- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333519 IFLORIDA I FFN BUILDC-138, Truss Label: LJ7 Ply 1 SCQN 42731 1 1-22 / EJAC Cust RR8975 JRef IW9M89750144 Oty 7 FROM RDG DrwNo 086 18 1221 03455 KM / WHK 03/27/2018 y) T 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Fig, NA Ct NA CAT NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh /RL W_ TCDL 1700 Speed 150 mph Pf NA Ce: NA VERT(LL). NA 8 436 194 /349 /152 8,10 BCLL 000 Enclosure Closed Lu: NA Cs NA VERT(TL) NA D 136 /13 /106 1,5 BCDL 1000 Risk Category, 11 Snow Duration. NA HORZ(LL). 0017 D C 237 /113 /153 1,5 Des Ld 4700 EXP C HORZ(TL): 0.040 D Wind reactions based on MWFRS NCBCLL 1000 Mean Height 15,00 ft Code if Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Soffit 000 TCDL 42 psf BCDL: 5 0 psf Bldg Code. FBC 6th.ed 2017 Max TC CS[ 0,956 D Min Brg Width Req = - Load Duration 1 25 MWFRS Parallel Dist h/2 to In TPI Std: 2014 I Max BC CSI: 0.602 C Min Big Width Req = - Bearing B is a rigid surface, Spacing: 24 0 C&C Dist a 3.00 It Rep Factors Used: Yes Max Web CSI: 0,000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft I FT/RT:20(0)/10(0) GCpi: 018 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02,01A. 1115,21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord. 708 S AT 0 All ONA, PaµvilktptMk 03/27/2018 WARNING*- READ -AND -FOLLOWi-ALL -NOTES tiNTHIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, In dl hir installing and bracing. Refer to and follow the latest edition of BCSI (Building safety an In& _b ComponentSafetyInformation, by TPI an SBICA) ces prior to performing these functions. Installers shall provide temporary brac,p per Safety Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attach2d rigid ce,linq. Locations shown for ermanent lateral restraint of webs shall have bracinp installed per BCS1 sections B3 B7 or 910 as applicable, AppTy Oates to each face opiruss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildt omponents Group Inc. shall not be responsible for any deviation from this awinapy failure to build the trussinconformancewithANSTrOl1, or for handling, shipping, installation and bracing of trussesA teal on Ps dr, wing or cover listing this drawing, indicates acceptance of pro essiona e nfete inrespons bilitv sole) V or the desi in shown. The suitability and use of this rawing for any structure is fhe responsibilityo the building Desigrier per'ANSIrTPI I Sl%c.2. For more information see this iob's armeral notes oaae and these web sites ALPINE www alpinettv, com TPI www 1pinst or(l, SEICA www. sbcmdustry Com, ICC www iccsal 7A 111111111 3r= nrymy ca char 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333519 FLORIDA TEEN BUILDERS Truss Label: EJ7A Ply 1 SEQN: 42761 / T40 / EJAC Cust RR8975 JRef: 1 W9M89750144 Qty 10 FROM RDG DrwNo 086 18 1221 01536 KM f WHK 03/2712018 B f_ 4X4(B1) Loading Criteria ( psi) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ldi 47 00 EXP C 22.19 Mean Heigh t: ft NCBCLL. 10.00 TCDL 4. 2 psf Soffit: 0.00 BCDL 5. 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 ft Loc. from endwall. not in 4 50 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 3) 0. 131"x3. 0 min. toe -nails at top chord. Provide (2) 0.131" x3. 0", min toe -nails at bottom chord 12 6 7' 7' Snow Criteria ( Pg, Pf in PSF) : Defl/CSI Criteria Fig NA Ct NA CAT NA,, PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT( LL): NA Lu: NA Cs: NA VERT( TL): NA Snow Duration: NA HORZ(LL) - 0 014 C HORZ(TL) 0 028 D Code f Misc Criteria Creep Factor 2.0 Bldg Code. FBC 6th.ed 201t Max TC CSI: 0,750 TPI Std: 2014 Max BC CSI: 0.596 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l 0(0) Plate Type(s): WAVE VIEW Ver 17 02 01A.1115.21 itit+<4tfliflffr y tt a, ff r s + ctQNA'li 03/27/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 432 / 138 / 344 (- / 200 / 4 0 D 136 /14 /104 /- (- /15 C 250 / 170 / 150 (- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1. 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI PI 1, or for handling, shippm , installattdn and bractn of trussesA seal on this drawing or cover page , listing this drawing indicates acceptance ofpprotesslonalenineerinqresponsbilitysolelyforthedesinshown. The suitability and use of this drawing for any structure is the responsibiligof the Building Desigrfer per ANSIfTPI 1 SIc.2. or more information see this ioh' s General notes Dade and these web sites. ALPINE. wwwalmneitw corn: TPI www.toinst ord SBCA. wwwsbondustrv. com. ICC. www.iccsaf K I IN 3 = ANF 'O..Wll 2400 LakeOrangeDr. Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SEQN. 42733 / T68 / EJAC Cust: R R8975 JRef. 1 W9M89750144 F I ORIOA TEEN BUILDERS Qty 5 FROM RDG DrwNo 086 18 1221 00975 Truss Label: EJ7S KM / W11K 03/27/2018 f 6"6 i 4X4(B1) Loading Criteria (psf) Wind Criteria Snow Criteria (P(j.Pf in PSF) TCLL 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT W TCDL 17,00 Speed: 150 mph Pf. NA Ce NA BCLL 0.00 Enclosure: Closed Lu NA Cs NA BCDL 10.00 Risk Category: II Snow Duration NA EXP: G Des Ld 47,00 Mean Height: 22.44 ft NCBCLL. 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit 0 00 BCDL: 5.0 psf Bldg Code: 6th ed 201 Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 3) 0.131"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. 7' 7 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): NA VERT( TL): NA HORZ( LL): -0 015 B HORZ( TL): 0.030 C Creep Factor 2 0 Max TC CSI: 0.777 Max BC CSI 0.606 Max Web CSI: 0.000 VIEW Vec 17.02.01A.1115,21 B Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 347 / 93 / 255 ! - (176 / - C 137 116 /107 /- /- /1.5 B 254 /174 /154 /- (- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = B Min Brg Width Req = - Members not listed have forces less than 375# 03127/ 2018 WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom chord shall have a pro erly perBCSIsections63, B7 or 910. anless noted otherwise. Defer to I from this drawin an failure to build the seal on this dr wir g or cover pagge fqr the desjgn shown. The suiCBbillty, any structure is the respon ral notes nape and these web sites. w my Co- 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N333519 Ply: 1 SEON: 42734 / 154 i EJAC Cust. RR8975 JRef. 1VV9M89750144 FLORIDA TFFN BUILDERS Oty 5 FROM RDG DwNo 086 18 1221 02160 Truss Label: EJ2 SN 1 DF 03,'27/2018 f- 6"6 t- Loading Criteria (psf) Wind Criteria TCLL. 2000 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP: C Ld 47 00Des : Des Ld Mean Height 20.91 ft 10.00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SIR #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131 "x3.0", min toe -nails at bottom chord. 12 6 4X4(B1) 1' 10"8 1110,18 C Snow Criteria (Pg.Pf in PSF) _ Deft/CSI Criteria Pg: NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Pf NA Ce, NA VERT(LL) NA Lu: NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL): -0.000 C HORZ(TL). 0.000 C Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,183 TPI Std: 2014 Max BC CSI: 0,031 Rep Factors Used: Yes I Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 0 tl p, 708 1 i ygA M F S C co Z 0NAII. 4% 03/27/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL 1W B 200 / 71 / 178 / - / 68 / 4.0 D 33 /3 /27 /- /- /1.5 C 47 /36 /20 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byv TPI and SBCA) for safety racbces prior to performing these functions Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id cellinq. Locations shown for permanent lateral restraint of webs shall have braclnq installed per BCSI s ctians 63, 67 or 810, e. ADD v plates to each face of truss and position as shown above and on the Joint Details. unless note otherwise. Refer to from this drawin an failure to build the 1, seal on this drowiXI or Cover page r for the design shoWn. The s.M.bility ANSI/TPI 1 Sbc.2. my—M= any Structure IS the responsibility ral notes page and these web sites: ALPINE: TPI w 111' 0 o 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333519 Ply. 1 ',' SEON. 42735 / T6 / JACK Cust R R8975 JRef: i W9M89750144 FLORIDA TEEN BUILDERS'. Oly 6 FROM: HMT DrwNo: 086 18 1221 01599 Truss Label: CJ5 KM / WHK 03127/2018 Loading Criteria (psf) TCLL 2000 TCDL: 17. 00 BCLL 000 BCDL 10. 00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing. 24.0 " Wind Criteria Wind Std: ASCE 7- 10 Speed 150 mph Enclosure Closed Risk Category II EXP: C Mean Height 15,00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3, 00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131" x3.0", min toe -nails at top chord. Provide (2) 0.131" x3.0", min, toe -nails at bottom chord Snow Criteria (P9 Phil PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT.20(0)/ 10(0) Plate Type(s): WAVE 4' 11 "4 4' 11 "4 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT( TL): NA HORZ( LL): 0-005 D HORZ(TL): 0,013 D Creep Factor 2.0 Max TC CSI: 0, 422 Max BC CSI: 0. 287 Max Web CSI: 0. 000 VIEW Ver: 17.02. 01A.1115.21 l4„ ' • • J*rdll q 544' I wRAtA1s « af Pg a r 4p ( p f `k 03127r2018 C ha r 1 Maximum Reactions (Ibs) Loc R I /Rw / Rh /RL /W B 338 176 / 277 / - 1 112 / 8 0 D 94 /8 /71 !- / 15 C 163 /78 /103 (- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd n gld ceding Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 87 or B10 as app ica a Apply plates to each face o truss and position as shown above and on the Join f Details, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build n ompon nts Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANStU- 11, or or handlinj shippiniq, installation and bracing of,trussesA seal on this drfiwing or cover page , . listing this drawingg indicatesacceptanceofproessionaengineeringresponsibilitysole) for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sbc.2. ALPINE RN:TW C0. UPnNY 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N333519 Ply 1 SEON: 42736 / T31 / JACK ', Cust RR8975 JRef: iW9M89750144 LORIDA TFFN BUILDERS Oty 7 FROM ROG DrwNo 086 18 1221 04375 Truss Label: CJ5A '.. KD / WHK 03/27/2018 Loading Criteria (psf) TCLL 2000 TCDL 17,00 BCLL 0,00 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit: 0.00 Load Duration 1.25 Spacing 24 0 " 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.66 ft TCDL 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4' 10"8 4' 10" 8 Snow Criteria (Pg,Pf in P5F) Pg: NA Ct: NA CAT N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT20(0)/10(0) Plate Type(s): WAVE C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)- NA VERT(TL) NA HORZ(LL). -0.006 C HORZ(TL). 0.010 D Creep Factor 2.0 Max TC CSI 0,461 Max BC CSI: 0 290 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 03/27/2018 22'10" c'> M ih 20'1"14 i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 331 / 107 / 270 ! - / 144 / 3.3 D 95 /9 /72 /- /- /1-5 C 169 /114 /100 l- l- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) fUr sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properlYY attached structural sheathinGG and bottom chord shall have a propperly attached ri id ci ilin Locations shown for permanent lateral restraint of webs shall have braein nslalled per BCSI s cUons 63, 67 or 810, as applicaf le Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions Alpine, a division of ITW Buiidin1 Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss m conformance with ANSI/TPI 1, or for handling, shiApin , installation and bracing of trussesA seal on this drawitlq or over page , listing this drawing indicates acceptance of protessionar en ineenng responsibility sole) for the design shovTn. he suitabilianduseofthisdrawingforanystructureistheresponsibilitygoftheBuildingDesigrierperANSI/TPI 1 Sec.2. 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333519 Ply: 1 SEQN 42737 / T47 ,` JACK Cust R R8975 JRer 1 W9M89750144 4ORIDA TEEN BUILDERS City: 1 ',. FROM: RDG DrwNo. 086 18 1221 03579 Truss Label: C.15S '... '.. .. KM / WI,K 03/27/2018 It 6"6 1 Loading Criteria (psf) Wind Criteria 4X4(B1) TCLL 2000 Wind Std: ASCE 7-10 TCDL 17,00 Speed. 150 mph BCLL: 000 Enclosure Closed BCDL. 10.00 Risk Category. II EXP C Des Ld 47 00D7, DesMean Height: 21,92 ft 00 TCDL 4 2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall. not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131" 0.0". min toe -nails at top chord. Provide (2) 0.131" x3.0", min_ toe -nails at bottom chord. 4' 11 "4 4' 11'A Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT: NA PP Deflection in loc L/den L/# Pf: NA Ce: NA VERT(LL). NA Lu: NA Cs: NA VERT(TL): NA Snow Duration NA HORZ( LL): -0 007 B HORZ(TL): 0.012 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th. ed 2017 Max TC CSI: 0,509 TPI Sid: 2014 Max BC CSC 0308 Rep Factors Used: Yes Max Web CSI: 0,000 FT/RT:20(0)/ 10(0) Plate Type(s): WAVE VIEW Ver 17 02 01A 1115 21 i jRj MIIMeA !!`w 4llryf M C Maximum Reactions ( Ibs) Loc R /U /Rw / Rh /RL /W A 246 !62 /180 /- 1121 /- C 97 11 /76 (- / 15 B 177 ! 120 / 108 / - ! 1.5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# CO R IHtttti4N 03/ 27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating h ndlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SI CA) f) safety practices prior to performing these functions. Installers shall provide temporary Inper BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly ch d rigid ceiling Locations shown forpermanent lateral restraint Of webs shall have braacln ins ailed per BCSI sections 63, B7 or 10 applicable Apply Oates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. a division of ITW BuildlniComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI i RI 1, or for handling, shipping, Installation and bracing of trussesA seal on this dr wing or cover page, . This drawin indicates acceptance of rolessionar en ineering responsibilittyy solely for the desigqn shovr In. The suifablhty e of this &awing for any structure is the responsibilit'lof the Building Designer per ANSI/TPI 1 Sbc.2. information see this lob's neneral notes nacre and these web sites- ALPINE www aloineitw com TPIwww.toinst. oro. SBCA- wwwsbcindustrv. com. ICC. www. iccsaf m3r= m E1 2400 Lake Orange Dr Suite 150Orlando FL, 32837 Job Number: N333519 Ply. I SEON 427381 T27 /,JACK Cust RP8975,JRef IVV9M89750144 FLORIDA TEEN BUILDERS Cly 6 FROM HMT DrwNo 086 18 1221 01473 Truss Label: CJ3 KM / VVFIK 03/2712018 t 4"3 f 12 6 2X4(Al) 2'11 "4 X D 211 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20,00 Wind Std ASCE7-10 PgNA CtNA CAT.NX PIP Deflection in loc L/defll L/# Loc R / U 1Rw /Rh /RL / W TCDL 17,00 Speed: 150 mph Pf NA Ce NA j VERT(Ll_): NA B 248 /61 /212 /74 180 BCLL: 0,00 Enclosure: Closed Lu NA Cs NA VERT(TL)i NA D 52 /4 /41 /1 5 BCDL 10.00 Risk Category 11 Snow Duration NA HORZ(LL) 0 001 D C 87 /43 /52 /1 5 Des Ld 4TEXP. C00 HORZ(TL) 0,002 D Wind reactions based on MWFRS Mean Height: 15,00 ft NCBCLLi 10,00 Code I Misc Criteria Creep Factor: 2,0 B Min Brg Width Req = 1.5 TCDL: 4 2 psf Soffit: ( ZL00 BCDL: 5 0 psf Bldg Code FBC6thed2Ol7 Max TCCSI: 0,180 D Min Brg Width Req = - Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BC CSIi 0,091 C Min Brg Width Req = - Bearing B is a rigid surface, Spacing: 24.0 C&C Dist a: 100 ft Rep Factors Used: Yes Max Web CSI: 0,000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT10(0)/10(0) GCpi 0,18 Plate Type(s)i Members not listed have forces less than 375# Wind Duration: 1 60 WAVE VIEW Ver: 17,02,01A,1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIR #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131"x3.0", min. toe -nails at top chord Provide ( 2) 0.131"0.0", min toe -nails at bottom chord z COA / ONAL fi 0 6"011w, Wi27/ 20(8 WARNING- READ AND FOLLOW ALL NOTES ONTHIS DRkW]NGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qIre extreme care in fabricating, handlin4. shippril?, installing and bracing. Refer to and follow the latest edition of BCSI (Building afety Information, b E i TPI an SECA) or sa ety ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin R andbottom chord shallav%a progerly ed ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinpins,,Iled per BCSI sections 3 7 or 10 plates toeachfaceoftrussandpositionasshownaboveandontheJoin, Details, unless noted otherwise. Refer to, 60A,Zpfor ystandard platepositionsALPINEvision of rrW Buildingomponents Group Inc. shall not be re onsl le for any deviation from this drawing an failure to build the n11 , , _-Iy iformance with ANS111 1, or for handlin shipping, installatiTn an bracing of trussesA seal on this drAwiriq or cover 2400 Lake Orange Dr' drawing, indicates acceptance of Ko ess ona e- ineerinresponsibility solely for the design shovifiri. The PuZebility f this rawing for any structure is e responsibilivolf the Building Desigrier per ANSI1TPI 1 Sec.2. Suite 150 1— ... --- -—.1 — .. .... ---.- -1- - .1— — . ...... --- — 1. ..-.------ -1 - ....... Orlando FL, 32837 Job Number: N333519 Ply. i SFQN. 427391 1-33 t JACK Cust R R8975 JRef i W9M89750144 hORIDA TEEN BUILDERS Qty. 1 FROM RUG OmNo 086.18.1221 03176 Truss Label: CJ3S KM / WHK 0312712018 6"6 F__ Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0,00 Enclosure Closed BCDL: 10.00 Risk Category: it EXP C Des Ld 47.00Des Mean Height: 21.42 Ill 10.00 TCDL: 4.2 psf Soffit 0,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. 2' 11 "4 2' 11 "4 Snow Criteria (Pg.Pf in PsF) Defl/CSI Criteria Fig NA Ct NA CAT NAPP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL) NA Lu: NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL) -0.002 B HORZ( TL) 0 003 C Code / Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th ed 2017 Max TC CSI 0 283 TPI Std. 2014 Max BC CSI 0 111 Rep Factors Used Yes Max Web CSI 0.000 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02 01A 1115 21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 148 / 34 / 108 l - / 70 / - C 57 /6 /44 (- /1.5 B 106 172 /64 1- 1- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Brg Width Req B Min Brg Width Req = Members not listed have forces less than 375# 03/ 27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingg shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by Pl and SBCA} to? safety practices prior to performing these functions Installers shall provide temporary. mg er BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly chedrqidceiling. Locations shown for ermanent lateral restraint of webs shall have brawn installed per BC I sections B3, 67 or 9 molicaige. Ann v plates to each face ofptruss and oosltion as shown above and on the Join Details, unless noted otherwise. Refer to Ycetto.,' nir omponntsGrlure to build the ehandOnq shippmqmstallatlon and bracing o(trussesA seal on this dr wirtg or coverpage ,ce of pprotesswna en ineerin responstbihttvy solely for the desi n sho n. The sui abtllty y .njlqureisffieresponsibilityofthewildingDesfgrierperyANSI/TPI rat notes page and these web sites. ALPINE. www.alpineitw. corn, TPI. www. tpinst. Oro SBCA. wwwsbondustry. corn: ICC. www. iccsaf K-3whh'= a rtw COM arvr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333519 FLORIDA TEEN BUILDERS Truss Label: CJ3A Loading Criteria (psh TCLL 20.00 TCDL: 1700 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " i 6"6 A i Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: 11 EXP C Mean Height 21 17 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall Any GCpt 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord Ply: 1 SEQN. 42740 / T14 / JACK Cust RR8975 JRef: I W9M89750144 Qty 9 FROM FIMT DrwNo 086 18 1221 01395 KM / WHK 03/27/2018 C 12 C Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT. NF Pf NA Ce: NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 2' 11 "4 2'11"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL). NA HORZ(LL) -0,001 C HORZ(TL) 0 001 C Creep Factor: 2.0 Max TC CSI: 0,253 Max BC CSI: 0.096 Max Web CSI: 0.000 VIEW Ver 17.02.01A.1115.21 03/27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom hord shall have a properly per BC I sections B3, B7 or 610. unless noted otherwise. Refer to Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL /W B 242 / 81 / 207 (- / 94 / 4.0 D 55 /3 /42 !- /1.5 C 94 165 / 52 ! - ! 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1,5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Alpine, a division of ITW Buildin CComponents Group In . shall not be responsible for any deviation from this dr win an failure to build the truss In conformance with ANSU l 1, or for handlinj s iippinq, Installation and bracing of trussesA seal on th s dr wincl or cover page - listing this drawing indicates acceptance of pro) en ineering responsibilitty solely for the desi n shown. The suiAblhty and use of this drawing for any structure is tphe responsibi 1 of the Building Desigrier per ANSIrfPI 1 Slc.2. For more information see this iob's general notes oaae and these web sites ALPINE www. arimeaw.com:. TPI: www.tpinst. org: SBCA. wwwsbcindustry com; ICC. www kcsat ALPINE nu MN COMPanr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333519 Ply 1 SEON: 42741 / '14 JACK Cust RR8975 JRef: 1W9M89750144 FLORIDA 1'EEN BUILDERS Oly: 6 FROM RUG DrwNo 08618 1221 02909 Truss Label: C.17 '.. '.. KM / VVHK 03/27(2018 4' 3 Loading Criteria tpsf) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld 47.00 Mean Height: 15 00 ft NCBCLL 10.00 TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131 "x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord A 12 6 C 2X4( A1) 1' 11 "4 11 " 4 co M r' Snow Criteria (PgPf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL): NA Lw NA Cs NA VERT(TL): NA Snow Duration: NA HORZ(LL) -0.000 D HORZ( TL): 0.000 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0,171 TPI Std: 2014 Max BC CSI: 0.022 Rep Factors Used: Yes Max Web CSI: 0.000 FT/ RT 20(0)110(0) Plate Type(s): WAVE VIEW Ver 17 02 01A.1115 21 c. 7Ct8 a COA F$ r. V, ff `^ t • A _ ati4`fv03/ 27/201 & Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 196 /66 /189 /- 136 18.0 D 7 /11 /14 1- /- /1.5 C - 21 /35 /24 /- (- /1,5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface - Bearing B requires a seat plate Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary SCSI. Unless noted oo herwise.top chord shall have properly attached structural sheathing9 and bottom hord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 810 e. AppTy plates to each face oftruss and position as shown above and on the Join Details, unless note otherwise. Refer to 60A- Z for standard plate positions aComponents Group Inc shall not be responsible for any deviation from this drawing an r failure to build the T PI 1, or for handlin, shipping, installation and bracing of_trussesA seal on this drawi g or cover page , acceptanceofproessfonaenineeringresponsibilitysole) or the des'ggn shown. The sui ability any structure is the responsibility of the Building Designer pefyANSIITPI 1 Sbc.2. aral notes page and these web sites. ALPINE www aipineirw.com: TPI. www.tpinst Oro. SBCA. www.sbcindustry com. ICC: www.icesal ALPINE tw:: c.M1n 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333519 FLORIDA TEEN BUILDERS Truss Label: CJiA Ply 1 SEON. 42742 / 119 !JACK Cush. RR8975 JRef. 1 W9M89750144 Oty. 13 FROM. HMT DrwNo. 086 18 1221 02239 KM I WHK 03127/2018 11 "4 11 "4 Loading Criteria ( psf) Wind Criteria I Snow Criteria (Pg.Pf in PSF) i, Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20A0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA'i PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL I W TCDL 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 182 ; 72 1 173 / - / 45 4.0 BCLL: 0,00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): NA D 12 / 6 / 13 / - ! - L5 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL) -0 000 C C -12 / 27 120 ! - / - 1.5 Des Ld 47.00 EXP C T L} 0.001 C Wind reactions based on MWFRS NCBCLL 10,00 Mean Height: 20.67 IfHORZ TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2 0 B Min Brg Width Req = 1 5 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 183 p Min Brg Width Req = _ Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSC 0 020 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc, from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17 02 01A.1115 21 Lumber Value Set: 13B ( Effective 6/112013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131" x3.0", min toe -nails at top chord. Provide (2) 0.131" 0.0", min. toe -nails at bottom chord. 03/27/2018 ARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byTPIanSBCA) fbi safety r'acteces prior to performing these functions Installers shall provide temporary per BCSI. Unless noted otherwese,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly d ngqtd ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCI sections B3, B7 or B10 cable Appty plates to each face, oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to' Is 160A-Z for standard plate positions. a division of ITW Build lnQ omponents Group Inc shall not be responseple for any deviation from this drawing an , failure to build the conformance with AN51/T 11, or for handlin shippen , installation and bracingg of trussesA seal on this drawirt or cover page, . this drawin indicates acceptance ofro'essionaT en ineering responsibili sole) for the design shovJn. The suitability to of this drawing foranystructureistheresponsibiiitjoftheBuildingDesigrferpefANSI/TPI 1 Sec.2. ALPINE NE mvcomnnm 2400 Lake OrangeDr. Suite 150 Orlando FL, 32837 more information Job Number: N333519 Ply: 1 SFON: 42743 t 141 l JACK C,usr RR8975 JRef 1W91,A897.50144 1-LORIDA TFEN BUILDFRS Oly. 1 FROM: PFH DrwNo: 086 18 1221 04203 Truss Label: CAS KD t VJHK 03/27/2018 Loading Criteria (psi) Wind Criteria TCLL 2000. Wind Std ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category. 11 EXP: C Des Ld 4700 Mean Height: 20 92 ft NCBCLL 10 00 TCDL: 4 2 psf Soffit 0,00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0-131"x3.0", min_ toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord 11 "4 11 "4 Snow Criteria (Pg,Pf in PSF) i Defl/CSI Criteria Fig NA Ct NA CAT: NA• PP Deflection in loc L/defl L/# Pf NA Ce: NA j VERT(LL): NA Lu NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL). -0.000 B HORZ(TL): 0.000 B Code if Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,027 TPI Std: 2014 Max BC CSI: 0.007 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 02A 1213 21 03 `2712018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a propperly per BC I sections B3. B7 or B10 iniess noted otherwise. fteferto' Maximum Reactions (Ibs) Loc R /U /Rw (Rh /RL 1W A 51 /6 /36 /- /21 C 17 12 /13 /- /1.5 B 32 124 /20 /- /1 5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Brig Width Req = _ B Min Big Width Req = - Members not listed have forces less than 375# Alpine. a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this truss In conformance with ANSI/T 1 1, or for hapolinj shipping, Installation and bracing of trussesA eal onlistingthisdrawingindicatesacceptanceofpproesslonaengineeringresponsibilitysolelyAortheI and use of this drawing for any structure is fhe responsibility of the uilding Designer per ANSI/TP For more information see this iob's general notes page and these web sites ALPINE: www alpmeaw, com. TPI: www.tpinst orq. SECA. failure to build the 1 or over pa e n. he sur bllity 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 2 SEQN 42744 / T70 t FLAT CuSC RR8975 JRef 1W9M89750144 hORIDA TEEN BUILDERS Oly 1 FROM RDG DnvNa: 086-18-1221 01349 Truss Label: FG1 KM t WHK 03/27,12018 2 Complete Trusses Required 2'3"15 20'10"1 1'10"15 5,. 51' 4'4"14 6'6"5 8'6"12 10'4"5 121"14 14'5'14 16'6" 1 18'6"l 20'51 5" 2'0"15 217 2'07 1'9"9 19'9 2'4"1 2'0'2 2' 1'11" 4X10 T1 6X6 5X10 4X8 6X12 8X8 4X10 4X12 6X6 5X10 A B C D E F G H I T3 J K 1_ W7 W9 u _ W6 W8 w10. W12 W19: W20 t BI-1 J V U T S R Q P B2 O N M L 4X6 4X8 8X10 8X14(") 4X6 2X4 8X8 4X6 Loading Criteria (psf) TCLL 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ldi 55.00 NCBCLL 0.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24,0 " 7' 11 " 9 12'6"9 2'0"7 2'0"7 2'0"7 4'0" 14 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) 1'11"15 1111"15 2'3"9 2'2"9 1'l1"1 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 Snow Criteria (Pg,Flo PSF) ' Defl/CSI Criteria Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL): 0.178 O 844 360 Lu. NA Cs: NA VERT(TL). 0 312 O 614 240 Snow Duration NA HORZ(LL) 0 013 G - - HORZ(TL) 0 018 G Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 2017 Max TC CSI 0.773 TPI Std. 2014 Max BC CSI 0.904 Rep Factors Used: Yes Max Web CSI 0.608 Top chord 2x6 SP SS :T1 2x6 SP 2400f-2.0E. T3 2x4 SP 2400f-2.OE: Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W6, W7, W8, W12, W20 2x4 SP #2 N: W9 2x6 SP #2 N: W10, W19 2x4 SP 2400f-2.0E: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0 /28"x3" nails Top Chord: 1 Row @ 2.75" o c. Bot Chord: 1 Row @12,00" o c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 04 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30-0-0 span to TC one face and 2-0-0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. FT/R-C20(0)110(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115,21 Bearing Block(s) Brg blocks 0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8.124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Truss must be installed as shown with top chord up. 0 g: S T 4 COA ONM- 03/27/2018 2'0"2 2'0"8 2'3"8 16'6" 1 18'6" 9 20' l 0" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W V 2251 /45 !- /0 /57 R 11451/- /- /1 !- /4.0 L 4469 /- !- !- /30 V Min Brg Width Req = 1.5 R Min Brg Width Req = - L Min Brg Width Req = 1 9 Bearings V, R, & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 67 - 542 G - H 0 - 3335 C - D 1883 - 92 H - 1 0 - 4553 D- E 5495 0 1- J 0- 4542 E - F 520 - 22 J - K 0 - 4550 F - G 520 - 22 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U-T 760 -81 P-O 5186 0 S -R 66 -2221 O-N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-V 20 -716 F -Q 0 -689 A - U 597 - 74 Q - G 0 - 3980 U -B 49 -748 G-P 1010 0 B - T 47 - 621 P - H 0 - 2069 C - S 0 - 2282 H - N 72 - 714 S -D 1161 0 1 - N 0 -545 D-R 0-3780 J -M 0 -1163 R- E 0- 3463 M- K 4890 0 E- Q 3925 0 K- L 0- 2346 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byv TPI and SBCA) f(1e safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, ile., Apply plates to each face, or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of ITW B ildinlComponents Group Inc shall not be responsible for any deviation from this drawing an Y failure to build the conformance with ANSIn PI 1, or for handgnct shipping, installation and bracing of.trussesA seal on thts dr8wirlg or cover page this drawing indicates acceptance of ppro esslona en meering responsibiltt solely for the desi n shown. The suitability e of this drawing for any structure Is the responsibilityof the Building Desigrier per ANSIlTPI 1 S c.2. Fig W16,= nry my mMraNv 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number N333519 Ply: 1 SEON: 42745 / T26 / SY42 Gust RR8975 JRef: 1 W9M89750144 hORIDA TELN BUILDERS Qty. 5 FROM. PFH DrwNo: 086-18-1221.04204 Truss Label F12 KM ! DF 03/2712018 24'4"8 T"8 6`10"8 8'8"8. 2110" 24'3'* 29,10"8 6'10"8 1'10' 13T'8 2'5' 5*6" 1'4"8 1'4"8 4•'$ TYp1 8,-.. 2.6..12 T1.4 2,6..12 -_.... 2 gy 2 -- 2.6..12 2,6.• 12 -... 4X6=-' W=3X4 3X6 15X3 +-3X3 3X4 1.5X3 1 5X3 3X6 4X6 3X4 r1.5X3 3X4 3X3 - 1.5X3 A B C D E F G H I J K L M N Q Az I 1 •,,t c:k r., 2. d r' it'a`.i I 2 h r" Yx tl• .9,4.. At Ali AG AF AE AD AC AB AA Z Y X W V U T S R Q ' 1.5X3 3X3 1_5X3 3X3 3X4 3X4 2X4 3X4 '.1.5X3 - 3X3 I2X4 - 3X3 - 1.5X3 2X4 1.5X3 2X4 W=3X4 AV _. 153 4 Loading Criteria 1psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL 10.00 Speed: NA mph BCLL 000 Enclosure: NA BCDL 500 Category NA EXP. NA Des Ld 55 00DDes 10 00 Mean Height: NA ft TCDL NA psf Soffit 200 BCDL: NA psf Load Duration 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bat chord 4x2 SP #1 B2 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 04 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" 0".min ) Strongback material to be su lied b erection contractor 147 4 29'10"8 Snow Criteria (Pg Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct. NA CAT NA,I PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA !, VERT(LL): 0.129 D 999 360 1 At 799 /- / - ! - / - 7.3 Lu: NA Cs: NA VERT(TL) 0254 D 974 240 Y 1811 / - / - / - 1 - 8.0 Snow Duration: NA HORZ(LL) 0 027 B - - Q 735 / - ! - 7.3 HORZ(TL). 0.041 B At Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Y Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 735 Q Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI 0 863 Bearings Al, Y, & Q are a rigid surface. Bearings At, Y, & Q require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.470 FT/RT:12(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Comp. Chords Tens. Comp_ A- B 0- 538 H- 1 574 0 B- C 0 -1353 1- J 21 - 885 C -D 0 -1719 J -K 21 -885 D -E 0 -1724 K -L 0 -1430 E -F 0 -1716 L-M 0 -1439 F-G 113 -1143 M -N 0 -1201 G - H 497 - 188 N - O 0 - 485 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens. Comp. AH-AG 1064 0 Z - Y 0 - 1122 AG-AF 1639 0 Y - X 0 - 1122 AF-AE 1639 0 X - W 525 - 164 AE-AD 1724 0 W - V 1233 0 ttlaralnu.€krserr AD -AC 1496 0 V - U 1233 0ppyt 4—,, Truss must be installed as shown with top chord up. g` y { 'f , F sip AC -AB AB 1496 0 776 U- T T-S 1439 1438 0 0o+.,,t AA 275 J, N c+ *¢ AA- Z 776 - 275 S - R 957 Q Maximum Web Forces Per Ply (Ibs) 08 Webs Tens Comp. Webs Tens. Comp A -AI 0 -780 H- Y 0- 1693 A -AH 857 0 H- X 929 0 t' AH- B B -AG 0 -835 460 0 X- 1 I- W 0 624 960 0e^ id « "+/} .e• 9 ` AG- C AD- F 0 -441 683 0 W - K K U 0 543 582 0 a`'" ` F -AB 0 -635 S - N 388 0 ONAL AB- G 686 0 N- R 0 750 C.OA rr 1pta1y4'; G- Z 0- 1022 R- O 773 0 Z -H 987 0 O-Q 0 717 03/27/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a properly per BC I sections 133, 67 or 870, unless noted otherwise. Refer to Alpine, a division of ITW Buildingg omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI l 1, or for handling, shippmiq, Installation and bracing of trussesA seal on this drawing or C_gver pagge , listing this drawing indicates acceptance of ppro esslona en ineering responsibility solely for the design shown. The suif5lbflltyanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this lob's rteneral notes Daoe and these web sites ALPINE www alomeitw. com: TPI www. toinstorft. SBCA www sbcindustry. com. ICC. www.Iccsal ALPINE AN fiW f.MDaHY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SEQN: 42746 I T25 SY42 Cust RR8975 JRPf: iW9M89750144 FLORIDA TEEN BUILDERS Oty 1 FROM: PFH DrwNo 086 18 1221 04157 Truss Label: FTGE2 KM ! DF 03/27l2018 211 "8 12t, 8 1 9' 28' i " 8 29' 10`3 t 9 25'2" 1'9" 1' 3'12. 4"8 4 8 13'12. 266 1' 4' 2. 10-12 __......... _i. TYP) 3X4 3X4 1. 5X3 W=3X4 1.5X3 -: 1 `'iX3 A B C D E F G H I J K L M N O PQ R S T U V W X t <+ 2 if if if if li` it 11 if if if if -it if - ti "9i- if it if if '" if 17 AW AV AU AT AS AR AQ AP AO AN AM AL AK AJ XIAH AG AF AE AD AC AB ' AA BA ' 15X3 1,3X3 \15X3 1 5X3 15X3 15X3 11.5X3 15X3 1. 5X3 5X3 1. 5X L5X3 1. 5X3 V :1 1.5x35X315X3 1.5X3 1 5X3 i15X3 f 3X3 =15X3 1.5XA W=3X4 1.5X3 , Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TOLL: 40. 00 Wind Std ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10, 00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.003 B 999 360 AW448 ! 32 / 32 1- / 187 BCLL 0. 00 Enclosure Closed Lu NA Cs: NA VERT(TL) 0.011 B 999 240 gA"442 ! 31 / 31 171 BCDL 5. 00 Risk Category II Snow Duration: NA HORZ(LL) -0.000 Z - Wind reactions based on MWFRS EXP:G Des Ed: 55,00 Mean Height: 15.00 ft HORZ(TL): 0.001 Z AW Min Big Width Req = - NCBCLL. 10. 00 Code / Misc Criteria Creep Factor: 2.0 BA Min Big Width Req = - TCDL: 4. 2 psf Bearings AW & AK are a rigid surface Soffit 2. 00 BCDL 3.0 psf Bldg Code: FBG 6th ed 2017 Max TC CSI: 0.570 g 9 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Sid 2014 Max BC CSI: 0.026 Bearings AW & AK require a seat plate. Spacing: 24. 0 " G&C Dist a: 3.00 ft Rep Factors Used. Yes Max Web CSI: 0.149 Loc. from endwall: An FT/R-C20(0)/10(0) Members not listed have forces less than 375# Y Maximum Web Forces Per Ply (Ibs) GCpi: 0 18 Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. Wind Duration 1.00 WAVE VIEW Vec 1T02.02A,1213 21 AV- B 67 -638 W -AA 63 -596 Lumber Value Set: 138 (Effective 6/1/2013) Maximum Gable Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Gables Tens.Comp. Gables Tens. Comp. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 C -AU 62 - 584 M -AJ 62 -585 Lumber value set "l36" uses design values D -AT 62 - 583 N -AI 62 -585 approved 1/ 30/2013 by ALSC E -AS 62 -586 O -AH 62 -585 F -AR 62 -585 Q -AG 62 -585 Special Loads G -AQ 62 -585 R -AF 62 -585 Lumber Dur. Fac.=1.00 / Plate Dur Fac =1.00) H -AP 62 -585 S -AE 62 -586 TC: From 439 plf at 0.00 to 439 plf at 29,63 1 -AN 62 -585 T -AD 62 - 584 BC: From 10 pif at 0,00 to 10 plf at 29.63 J -AM 62 -585 U -AC 63 - 592 K -AL 62 -585 V -AB 57 - 540 Plating Notes L -AK 62 -585 All plates are 2X4 except as noted. µtRttcrttatttxxxr,x, x, Windy Ll Wind loads based on MWFRS with additional C&C t i *,.•.., xr member design. . w•', OF {j 4` Additional Notes See ANSI TPI 1 Sect 7 for additional bracing + requirements. Bracing material to be supplied by erection contractor. ! Truss must be installed as shown with top chord up ' Q . COA'% y . x Atlkif+liitN4 03/27/ 201 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBGA) r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigqid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or 910 as applicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building. CCompon nts Group Inp shall not be respqonsible for any deviation from this drawin an failure to build the avowro W-11v truss In conformance with ANSI/T RI 1, or or handlln shi pin , Installatldn and bracing of,trussesA seal on this dr5win or cover page , , 2400 Lake Orange Dr, listing thisdrawingindicatesacceptanceofproess{lonal en meermg responsibility solely for the design shovi7n. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilit7oftheHuiidingDesignerperANSI/TPI 1 Sbc.2. For more information see this iob's oeneral notes oaoe and these web sites. ALPINE. www.aloineaw.com: TPI: www.tomstore SBCA. www.sbcindustry com. ICC: www.iccsafe Ora Orlando FL, 32837 Job Number: N333519 Ply 1 SEQN_ 427471 T17 / SY42 Cust RR8975 JRef: iW9M89750144 FLORIDA TEEN BUILDERS Oty 9 FROM Pf H DrwNo 086 18 1221 04001 Truss Label: FT1 KD / DF 03/27/2018 8' 1 "8 10'6"10 18'8" 10 8'1„8 2,5 2 8'2„ 4 8. 5,, 2,6„ _ 2,6„12 _. 2,6„12 a, -. 2'6"12 _. 2,6„12 : TYP) 4X6 3X3 1.5X3 4X4 W=3X4 4X4 4X6 A B C D E F G HI JK T2 5'12 0 5 12 t B2 X W V U T S R Q P O N M L 1.5X3 4X6 4X4 1.5X3 1.5X3 1.5X3 1.5X3 4X4 4X6 1.5X3 2X4 W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std: NA TCDL 10,00 Speed: NA mph BCLL: 000 Enclosure NA BCDL 5 00 Category. NA Des Ed: EXP: NA 55 00 Mean Height: NA ft NCBCLL 1000 TCDL NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 N T2 4x2 SP #1: Bot chord 02 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Old Box or Gun nails (0, 1 28"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 18,81,10 Snow Criteria (Pg Min PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct, NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0.233 R 939 360 X 1030 ! - / - 1- 7.3 Lu. NA Cs NA VERT(TL) 0.506 F 602 240 J 1013 / - 3.0 Snow Duration NA HORZ(LL) 0 039 M - - X Min Big Width Req = 1.5 HORZ(TL) 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings X & J are a rigid surface. Bldg Code FBC 6th ed 2017 Max TC CSI 0 874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0 997 Rep Factors Used: Yes Max Web GSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RL12(0)!10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Veri 17 02 02A.1213 21 A - B 0 - 723 F - G 0 - 2720 B -C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N• M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 0 -1008 F -Q 11 564 A-W 1151 0 Q-G 447 0 W-B 0 -1131 G -N 0 675 B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 1190 C-T 471 0 M -J 1270 0 T -E 0 -618 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS asses require extreme are in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary icin per BCSI., Unless noted oytherwIse,top chord shall have properly attached structural she thin and bottom hord shall have a properlyachdngqldceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInsRalledperBCIsectionsB3, 87 or 910, applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. ine, a division of ITW Buildingg omponents Group Inc shall not be respponsible for any deviation from this drawing anv failure to build the s in conformance with ANSIlT 1 1, or for handlin shipping, installation and bracing of trussesA seal on this drawirfg9 or cover pagge , . mg this drawingg indicates acceptance of ppro)'essnalengineering responsibility solely for the design shovTn. The suiCabrlityIuseofthisaawingforanystructureisfileresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. more information see this lob's general notes bade and these web sites ALPINE. www alomeitw coin TPI. www trimst ord SBCA www sbcmdustry coin iCC www iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 JobJob Number: 3356 Ply: I SEON 42748 T9 SY42 Cust RR8975 JRe( IW9M89750144 FLORIDA [FEN BUILDERS Oly I FROM HMT DrwNo 086 18 1221 00553 I Truss Label: FT1A KM i WHK 03/27/2018 9'8"8__ 18'5**9 78'l"8 1' 4"8 1'4"8 10 2'6" 2.8..12 2'6" 12 2'6" 12 -,-- 2'6-12 TYR) 4X6 1,5X3 4X4 1 5X3 3X6 5X8 2X4 A 8 C D E F G 777 X W V U T S R 0 PO N M L K 15X3 4X6 4X4 1 5X3 1 5X3 1 5X3 4X6 4X6 2X4 W=3X6 1 5X3 1'2" 10 17'2" 15 X - Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std: NA TCDL 10.00 Speed NA mph BCLL, 0,00 Enclosure: NA BCDL: 5.00 Category: NA EXP NA Des Ld 55,00 Mean Height NA ft NCBCLL 10,00 TCDLi NA psf Soffit: 2,00 BCDL: NA psf Load Duration. 1.00 MWFRS Parallel Dist NA Spacing: 24.0 C&C Dist aL NA ft Loc. from endwalL NA Ii NA GCpii NA Wind Duration NA Lumber Value Set 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 :132 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=O 90 / Plate Dur.Fac =0,90) TC: From 100 plf at 0,00 to 100 pff at 18,34 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC, 1550 lb Conic. Load at 16 15 TC, 328 lb Conc. Load at 17,03 TC, 247 lb Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0. 1 28"x3", min) Strong back material to be supplied by erection contractor. Truss Must be installed as shown with top chord up. 18'5"9 Snow Criteria (Pg Pfin PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W Pf, NA Ce NA VERT(LL) 0 147 S 999 360 X 976 / - 17,3 Lu. NA Cs NA VERT(TE) 0 382 D 877 240 L 3174 1 - 57 Snow Duration: NA HORZ(LL). 0.027 B - - X Min Brg Width Req = 1,5 HORZ(TL) 0 045 L L Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings X & L are a rigid surface Bldg Code: FBC 6th ed 2017 Max TC CSI 0744 Bearing X requires a seat plate TPI Std: 2014 Max BC CSI 0963 Rep Factors Used: Yes Max Web CSI: 0 627 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17,02,011A 1115 21 A - B 0 -679 E - F 0 -2628 B-C 0 -1787 F- G 0 -2199 C - D 0 -2444 G- H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens, Comp. W-V 1347 0 Q - P 2502 0 V_U 2225 0 P - 0 2502 0 U- T 2225 0 O-N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R-Q 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens, Comp. A-X 0 -955 F -0 A-W 1082 0 O-G 0 477 494 0 W-B 0 -1061 G-N 0 -857 4 B-V 697 0 IN - H 946 0 0, V_C 0 -676 H - L 0 -2428 C-T 398 0 L - 1 0 -781 T- D 54 -486 1- K 396 0 R - F 539 -156 ATWU 0,10 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracin?. Refer to and follow the latest edition of BCSI (Building nlafetyInformation, b TPI an SBCA) r safetyty practices prior to perfor Ing these functions. Installers shall provide temporary BCSI. Unless noted to herwise,top chord shall have properl attached structural sheathingand bott(gnC ghord shall have a properlyidceilingLocationsshownfarpermanentlateralrestraintfwebsshallhave19 e p the installed per C I sections B3, B7 or 10, Apply plates to each face of truss and position as shown above and on t e oin Details, unless noted otherwise. Refer to 60A-Z for standard plate positions, vision of ITW 11X ildr omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the iformance with, N It/$ 1 1, or for handlin$ shippinp, installation and bracing of trussesA seal on this drAwing or coverpageciph" suitabilitydrawingranlicatesacceptanceofpro) essiona le infoterinresponsibility solely for the des' shoWn. e ility f this wing for any structure is the responsib 1,7? 0 he Building Desigrier per ANSIfTPI I Wc.2. oration see this iob's general notes pane and these web sites ALPINE www alDinettw corn TPI www tDinst orn SEICA www sbondustrv. com ICC www. iccsaf ALPINE W- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333519 I'LOR10A TEEN BUILDERS Truss Label: FTIG Ply. 1 SEON 42749/ T71 I SY42 Cust RR8975 JRef IVV9M89750144 Oly. 1 FROM RDG DrwNo 086 18 1221 01146 KM / VVIFIK 03i27/2018 8'1"8 107'8 14'9" 18'8" 10 8'1"8 2'6" 41 "8 3111"10 4'*8 2'6" 2'15"12 1—— 2'6" 12 TYP) 6X6 1 5X3 5X5 5X5 3X8 A B C D 90 B2 z Y. X. W V U T. 1 5X3 6X6 5X5 4X6 W= 3X4 18181, 10 1' 3"12 11'*2 5" 2'6" l 2 A 18' 8" 14 Loading Criteria ( psn Wind Criteria Snow Criteria (Pg Pf it) PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40. 00 Wind Stcl NA Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL W TCDL 10, 00 Speed NA mph Pf NA Ce. NA VERT(Ll-): 0.267 E 818 360 Z 1176 1- 73 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL): 0.512 E 578 240 K 1563 / - 3 0 BCDL 500 Category NA Snow Duration NA HORZ(LL): 0.028 N - - Z Min Brg Width Req = 1,5 Des Ld 55,00 EXP NA HORZ(TL): 0.039 N K Min Brg Width Req = 1,5 NCBCLL 10, 00 Mean Height NAft Code / Misc Criteria Creep Factor. 2.0 Bearings Z & K are a rigid surface. TCDL NA psf Soffit 2, 00 BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI: 0,885 Bearing Z requires a seat plate. Load Duration: 1.00 MWIFIRS Parallel Dist NA TPI Std: 2014 Max BC CSli 0,973 Members not listed have forces less than 375# Spacing 24, 0 C&C Dist ai NA ft Rep Factors Used: Yes Max Web CSf 0,687 Maximum Top Chord Forces Per Ply (Ids) Loc. from endwall NA FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): -- --------- - ------- Wind Duration: NA WAVE VIEW Ver: 17.02.01A. 1115.21 A- B 0 -915 F - G 0 -4138 Lumber B- C 0 -2464 G - H 0 -3575 C-D 0 -3571 H - 1 0 -3575 Value Set: 13B (Effective 6/l/2013) D-E 0 -4107 1 - 1 0 -3575 Top chord 4x2 SP #1 E-F 0 -4138 J - K 0 -1482 Bot chord 4x2 SP #2 N :B2, B3 02 SP #1: Webs 4x2 SP #3:W21 4x2 SP #2 Ni Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l 313" uses design values Chords Tens.Comp Chords Tens Comp. approved 1/ 30/2013 by ALSO Y - X 1816 0 S - R 4115 0 Special Loads X-W 3116 0 R - Q 4115 0 Lumber Dur. Fac =1 00 / Plate Dur.Fac =1 00) W-V 3116 0 Q - P 4022 0 TC From 100 plf at 0 00 to 100 pff at 1861 V-U 3116 0 P - 0 4022 0 SIC From 10plf at 0.00 to 10 plf at 1830 U-T 4097 0 0 - N 2849 0 TC. 695 lb Conc. Load at 14 63 T-S 4107 0 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 3X6 except as noted. 04ft Webs, Tens Camp. Webs Tens. Comp Additional Notes 0 A-Z -1132E-Q 3 7 -486 8 2x6 #3HEM - FIR or better continuous strongback Nis I'l A-Y1352 0 Q-G 413 -38 Attach to each truss where shown with 3-1 Od Box or Gun Strong back l Y - B 0 -1361 G-0 8 X 980 0 1-0 0 -628 26 527 nails ( 0.128"x3",min ) material to be supplied by erection contractor. 7 X-C 0 - 959 0 - 1 1217 0 Truss must be installed as shown with top chord up 08 C - U 728 0 J - IN U - D 0 - 1015 IN - K 0 -2066 2163 0 D- T 403 - 107 0 COA 0 N A 03/27/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 6 nent SafetyInformation, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properly d Cceding LocationsshownforpermanentlateralrestraintfwebsshallhavebrlcinpinsalledperBCIsections133, B7 or 10, Erie A"PpyplatestoeachfaceortrussandpositionasshownaboveandontheoinDetails, unless noted otherwise Refer to Is 16OA-Z for standard plate positions. ALPINE a division of ITW BXi(d I ea omponentsGroupInc. shall not be responsible for any deviation from this dr?wmiau, failure to build the conformance with NI11, or for handlinj shipping, installation and bracing of trussesA seal on this dr wi q or cover pa 2400 Lake Orange Or this drawing, indicates acceptance of pro) essiona e infeterinresponsibility solely for the design shovk7n. The suitability ie of thisrawingforanystructureistheresponsib1,Vo he wilding Desigrier per ANSIrrPI I Sec.2. Suite 150 1— -- --- -.. -- — 1h.— "- -- - .1— --'..' 1-1 1.1 1-- — c- . . . . . . . -- -"' — Orlando FL. 32837 Job Number: N333519 Ply I SEQN 42750 / T8 / SY42 Cust R R8975 JRef lW9M89750144 hORIDA TEEN BUILDERS Oty I FROM PFH DrwNo 086 18 1221 00709 Truss Label FTIGE KM I \/\IHK 03/27/2018 2'11-12 2* 12 1.9- 80 10 1815 10 1 9, so 14 10'4 8 3'8 Yl 2 4"8 51, 6'5'14 2'6" -- 2'6"12 — 27A 2'5'8 TYP) 2'11 14' — TYP) 1A1=3X4 3X4 3X4 4X6 3X6 4X6 6X6 A B C D E G Il I i K LIA 2X4 3X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs), or *-PLF TCLL, 40,00 !!Wind Std: NA Pg: NA Ct NA CAT NA: I PP Deflection in foe L/clefi L/# j Lac R Ll /Rw /Rh_/RL /W TCDL: 10,00 Speed: NA mph Pf NA Ce NA VERT(Ll-): 0.048 P 999 360 Z 62 1- /73 BCLL 0,00 Enclosure: NA Lu: NA Cs, NA VERT(TL)i 0.191 P 920 240 Z* 510 1 - /108 BCDL 5.00 Category: NA Snow Duration NA HORZ(LL) 0 007 0 - - L 1335 / - / 3 0 Des Ld 6500 EXP NA HORZ(TL): 0.017 0 Z Min Brg Width Req = 1,5 Mean Height: NA ft NCBCLL 10.00 Code / Misc Criteria Creep Factor 2.0 Z Min Brg Width Req = - TCDL: NA psf Soffit 2,00 Bldg Code: FBC 6th.ed 2017 Max TC CSI. O 836 L Min Brg Width Req = 1.5 BCDL: NA psf Bearings Z, Z, & L are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Stcl 2014 Max BCCSL 0.724 Spacing: 24.0 C&C Dist a: NA It Rep Factors Used. No Max Web CSL 0779 Bearing Z requires a seat plate. Loc, from endwall: NA FT/RT20(0)110(0) Members not listed have forces less than 375# L NA GCpi: NA Plate Type(s). Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA I WAVE VIEW-Ver 17.02 01A 1115 21 Chords Tens .Comp , Chords Tens. Comp Lumber G- H 745 0 J - K 0 -1997 Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 -1097 Top chord 4x2 SP 2400f-2.OE 71 02 SP #1 1 - 1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply, (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Ten Comp, approved 1/ 30/2013 by ALSC S - R 570 0 Q - P 1937 0 Special Loads R-Q 1937 0 P-0 2034 0 Lumber Dur. Fac =1 00 / Plate Dur.Fac,=1,00) TC From 300 plf at 0,00 to 300 pff at 16.15 Maximum Web Forces Per Ply (Ibs) TC From 100 plf at 16.15 to 100 plf at 18,59 Webs Tens.Comp Webs Tens. Comp, BC: From 10 plf at 0.00 to 10 pff at 18,30 TC 125 lb Conc. Load at 0.04 A-Y 0 -412 1 - R 1064 0 TC: 574 lb Cone. Load at 16.15 Y - B 0 -434 R - J 0 -1074 G-S 0 -763 K-0 0 -1521 Plating Notes S-1 0 -2089 0 - L 1636 0 All plates are 1.5X3 except as noted. 0 Additional Notes NMaximum Gable Forces Per Ply (Ibs) IS NJSee ANSIrTPI1Sect7foradditionalbracingGablesTens Comp. Gables Tens. Comp, requirements. Bracing material to be supplied by z C-X 0 -409 E-V 0 -428 erection contractor. 7.08 D-W 0 -390 Truss must be installed as shown with top chord up. S COA14V Y N A 03/27/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin2, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI an SECA) r sa Ely, practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properl attached structural sheathingand bottom ghord shall have a properly attach2d ri ,id ceiliny,. Locations shown for lateral restraint If webs shall have b cinp installed per BC I sections B3, B7 or 10, as applicabe. Apply plates to each face or truss and position as shown above and on the Tort Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW ElXildi;+omponents Group Inc, shall not be responsible for any deviation from this dr?lwin any failure to build the truss in conformance with NSII 1 1, or for handling, shippin?, installation and bracing of trussesA seal on this dr%w.inq or cover pag e, ,ge 2400Lake Orange Dr. sting this drawin, indicates acceptance of pro) essiona ppcimeerinq responsibility solely for the des n showFn. The suitability r and useofthisdrawingforanystructureisfhe responsibilit,7 of the Building Desigrier per ANSI/TPI I des! Suite 150 For more these web sties ALPINE w— alptneaw Corn TPI www tpinst or SECA www sbandustry corn ICC www imsate or Orlando FL, 32837 Job Number: N333519 Ply 1 SEON 42751 / T10 / SY42 Cush RR8975 JRef 1 W9M89750144 hil-ORIDA TEEN BUILDERS Oty 4 FROM RDG DrwNo 086 18 1221 01941 Truss Label FT3 KM / bVt-IK 03/27/2018 6'10"8 8'5"12 15'2"12 6' 10„8 17„ 4 69„ 4"8 2 g„ _ 2,6" 12 _. 1'4„8 ._, „ 1'4„ 8 ._._. 2'612 TYP) Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid: NA TCDL: 1000 Speed: NA mph BCLL: 000 Enclosure: NA BCDL 500 Category NA EXPNA Des Lid: 55,00 : NCBCLL 10 00 Mean Height: NA ft TCDL: NA psf Soffit 200 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing. 24 0 11 C&C Dist a: NA ft Loc. from endwail: NA I NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:12(0)/10(0) Plate Type(s): WAVE 15712 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) 0115 E 999 360 VERT( TL) 0221 E 999 240 HORZ( LL): 0.023 J - - HORZ( TL): 0.033 B Creep Factor: 2 0 Max TC CSI: 0.512 Max BC CSI: 0.769 Max Web CSI: 0.428 Maximum Reactions (Ibs) Loc R U / Rw / Rh / RL / W R 831 / - / 72 1 831 1- /35 R Min Brg Width Req = 1,5 1 Min Brg Width Req = 1.5 Bearings R & I are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens, Con VIEW Ver 17.02 01A. 11 15 21 A - B 0 -564 E - F 0 - 1875 B - C 0 -1430 F-G 0 -1430 C- D 0 -1875 G-H 0 -562 D - E 0 -1880 k `` MRt+laaya 1i Ppe'i a° s a AT 0 Z• oP COA Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, Q - P 1116 0 M -L 1738 0 P- 0 1738 0 L -K 1738 0 O- N 1738 0 K -J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A- R 0 -812 M -F 425 59 A- Q 899 0 F- K 0 475 Q- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0 -476 J- H 896 0 C - N 425 - 59 H - 1 0 807 03/ 2712018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properlyY attached structural sheathln and bottom hord shall have a propperly attached r gid cedln Locations shown forpermanent lateral restraint of webs shall hav bracin insiailed per BC I sections B3, B7 or 910 as aPphcable. Appigy places to each face_ otptruss and position as shown above and on tI a Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions Alpine, a division of ITW Build n omponents Group Inc shall not be respponsible for any deviation from this drawm an failure to build the truss In conformance with ANStI/ 1 1. or for handlin, shipping, installatldn and bracing of.trussesA Seal on this drawing or cover page _ listing thisdrawingindicatesacceptanceofproessronaenineerinqresponsrbihtysolelyforthedesinshown. The suifabrhty, and useofthisyawingforanystructureistheresponsibilitoftheBuildingDesigrferper'ANSIRPI 1 ac.2. ALPINE Mi ttW :. OMlArP.' 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333519 FLORIDA TEEN BUILDERS Truss Label: FT3G 6' 10"8 6' 10"8 4"8 26' __._. 2'6"12 TYP) Pry 1 SFON 42752 / T5 I SY42 CLIst RR8975 JRef 14`u9M89750144 Oty 1 FROM RDG D(wNo 086 18 1221 01333 KM I W-11K 03/2712018 8'5"12 11'1 "4 15712 1 7 4 27"8 4,1„8 VZA 1 A"8 1.5X3 4X4 4X6 15X3 15X3 3X4 2X4 4X6 A B C D E F G H I t s)l2 v 90 5'it2 '' t_ t._ r . f+ v; r u. R Q P O N M Kue iL 1.5X3 4X4 15X3 4X4 3X4 4X10 5X8 2X4 2X4 1 15'2"12 Loading Criteria Irish Wind Criteria Snow Criteria (Pg Pr n PsF) Defl/CSI Criteria TCLL: 40,00 Wind Sid NA Pg NA Ct NA CAT NA! PP Deflection in loc L/defl L/# TCDL: 10,00 Speed: NA mph Pf NA Ce NA VERT(LL). 0.242 E 723 360 BCLL: 0,00 Enclosure: NA Lu NA Cs NA VERT(TL): 0.368 E 574 240 BCDL: 5,00 Category: NA Snow Duration NA HORZ(LL) 0 030 B - - EXP NA Des Ld 55.00 HORZ TL 0 038 B Mean Height NA ft NCBCLL 10.00 TCDL NA psf Code / Misc Criteria Creep Factor 2 0 Soffit: 2.00 BCDL NA psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 897 Load Duration: 1,00 MWFRS Parallel Dist. NA TPI Sid 2014 Max BC CSI 0.693 Spacing: 24.0 " G&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.869 Loc. from endwail: NA FT/RT:12(0)/10(0) L NA GCpr NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02 01A 1115 21 Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.00 / Plate Dur Fac.=1 00) TC: From 180 pif at 0,00 to 180 plf at 8.48 TC: From 100 plf at 8.48 to 100 plf at 15 10 BC. From 10 plf at 0.00 to 10 plf at 15.10 TC 465 lb Conic Load at 11.13 Plating Notessttttctntrttrrrar,, Fffi, All plates are 6X6 except as noted. 4,r F Additional Notes qr "" r"" P•• * s ' 24 #3 HEM -FIR or better continuous strongback. .*' `,•*#— Attach to each truss where shown with 3-1 Od Box or a' f ; Gun nails (0.128" x3",min)- Strong back material to be supplied by erection contractor (} • 70 Truss must be installed as shown with top chord up. a PP P PET 0 a COAL bONA 03/27/2018 l Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- /• !• /• /7.2 J 1670 /- /• /• (• /3.5 R Min Brg Width Req = 1.5 J Min Brig Width Req = 1 5 Bearings R & J are a rigid surface Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp A- B 0- 973 E- F 0- 3286 B- C 0- 2484 F- G 0- 3123 C-D 0 -3272 G -H 0 -3123 D -E 0 -3287 H - 1 0 -1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1942 0 N- M 3287 0 P- O 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Gomp. Webs Tens Comp. A-R 0 -1411 F -L 0 -478 A-Q 1552 0 G -L 0 -578 Q-8 0 -1538 L -H 1233 0 B -P 883 0 H -K 0 -1836 P- C 0- 846 K- 1 1826 0 C-N 859 0 1 - J 0 -1624 N - D 0 - 427 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anti SBCA) fsafety practices prior to performing these functions Installers shall provide temporary, BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a propp erly aId eellin9q. Locations shown for Aermanent lateral restraint of webs shall have bracing installed per BC 1 sections B3, 87 or 610, 31e. Ar)b v plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Alpine, a division of ITW Buildl1n Compon nts Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI PI 1, or for handling, shipping, Installation and bracing of,trussesA eal on this drawing or cover pa e. listing this drawing, indicates acceptance of proTessfonaff engineering responsibility solely for the desi n shovTn. The suifabnity and use of this yawing for any structure is fhe responsibility of the Building DesigrSer per ANSIITPI 1 Sbc.2. For more information see this job's general notes pane and these web sites. ALPINE www.alpineaw.com.. TPI wwwtpinst orn,, SBCA- wwwsbondustry. com: ICC www Iccsaf ALPINE ay env o' ara_Nr 2400 Lake Orange Or. Suite 150 Orlando FL,32837 Job Number: N333519 Ply I SLON 4275311 r57 11 SY42 Cust RR8975 JRef. IVV9M89750144 FLORIDA TEEN BUILDERS, Oly 2 FROM ROG DrwNo 086 18 1221 01910 Truss Label: F 14 KM I MAK 03/27/2018 610"8 9'Y 12 14'10"12 610"8 2'5"4 57' 4"8 5"8 2'6" 2'6" 12 V4"8 TYP) 4XIS 1.5X3 3X4 1.5X3 4X6 A B C D E F G HI 1 52 90 R Q P 0 N M L K i 1. 5X3 4X4 1.5X3 1,5X3 4X4 1.5X3 2X4 Irl 14'10"12 Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std: NA TCDL 10,00 Speed: NA mph BCLLi 0,00 Enclosure: NA BCDL 5.00 Category: NA Des Ldi 55,00 EXP: NA Mean Height: NA ft NCBCLL 10,00 TCDL: NA psf Soffit: 2,00 BCDL: NA psf Load Duration, 1,00 MWFRS Parallel Dist: NA Spacing: 24,0 C&C Dist a NA ft Loc. from endwall: NA 1: NA GCpr NA Wind Duration: NA Lumber Value Set: 136 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0. 1 28"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg Plitt PSF) Pg: NA Ct NA CAT: N/ Pf NA Ce NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT12(0)/10(0) Plate Type(s)i WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) 0.159 D 999 360 VERT( TL). 0349 D 678 240 HORZ( LL) 0035 B - - HORZ( TL) 0055 B Creep Factor 2.0 Max TC CSI 0849 Max BC CSI 0,828 Max Web CSI: 0,456 VIEW Ver 17.02.01A1115,21 E S AT 0 15, SSlON A `ii, COA #0 om"Irnwl 03/ 27/2018 A Maximum Reactions (Ibs) Loc R / U IRw !Rh /RL /W R 817 / I - / /7.3 H 804 / I - / /3.5 R Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings R & H are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 0 -552 E - F 0 -1482 B - C 0 -1396 F - G 0 -596 C- D 0 - 1 783 G - H 0 -641 D - E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 0 - P 1093 0 N-M 1789 0 P- 0 1700 0 M - L 1785 0 0 - N 1700 0 L - K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- R 0 -798 C-N 410 110 A- Q 881 0 E - L 0 575 Q - B 0 -858 L - F 461 0 B- P 482 0 F- K 0 884 P- C 0 -468 K-H 958 0 WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regLLire extreme care in fabricating, handli% shippin, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an SBCA) r safety ractices prior to performing these functions. Installers shall provide temporary bracingper SI. Unless noted otherwise,top chord shall have properl attached structural sheathingand bottom hord shall have a pro erly Locations shown for permanent lateral restraint f webs shall have brycinp insalled per BC I sections B3 87 or 10 attachrigidceilln19as applicable pp? plates to each face of truss and position as shown above and on the oin Details, unless noted otherwise. Refer to drawings 160 z for standard plate positions Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawingany failure to build the truss in conformance with ANS101 1, or for handlinj shippin?, installatiTn and bracmi of trussesA seal on this drw'ing or cover listingthisdrawingindicatesacceptanceofproessionaeI )ons bility solely for the desiqn shoy7n. The P.Stility neennresland use o? this rawing for any structure is the responsibilityof the Building Desigrier per ANSIfTPI I Sbc.2. For more information see this iob's cieneral notes bane and these web sites ALPINE www alornerw cont TPI www toinst o(o SBCA www sbordusiry cone ICC www iccsaf PINEA 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N3.33519 Ply. 1 SEON: 42754 / 17 SY42 Cust RR8975 JRef- iW9M89750144 4ORIDA TE2E_N BUILDERS Oty. 5 FROM-. RDG DrwNo 086.18.1221 02784 Truss Label: FTS KM / WHK 03127/2018 5'6" T3" 4 11'4" 12 5,6,E 1'9"4 4' 1 °8 4"8 1' 3"12 2,6„ TYP) 3X6 3X4 1, 5X3 3X4 3X4 1.5X3 3X4 1 5X3 A B C D E F 12 T_ r. x5i2 i N M L K J I H =n„' 15X3 3X4 3X4 1. 5X3 3X4 3X4 2X4 2X4 L 11' 4" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40.00 Wind Std NA Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 10.00 Speed NA mph Pt NA Ce: NA VERT(LL): 0.079 C 999 3601 N 620 / - / - ! - 7.3 BCLL: 000 Enclosure: NA Lw NA Cs: NA VERT(TL): 0.173 C 999 24011 H 607 / - / - / - / - 3.5 BCDL 500 Category. NA Snow Duration: NA HORZ(LL) 0.021 B - N Min Brg Width Req = 1.5 EXP NA Des Ld 5500 HORZ(TL). 0.033 B H Min Brg Width Req = 1.5 Mean Height NA k NCBCLL 1000 Code / Misc Criteria Creep Factor 2.0 Bearings N & H are a rigid surface TCDL NA psf Soffit: 200 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,612 Bearing N requires a seat 1 9 q plateBCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.758 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a NA k Rep Factors Used: Yes Max Web CSI: 0.300 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. I NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE I VIEW Ver' 17 02 01A 1115.21 A - B 0 -394 D - E 0 -994 B - C 0 - 917 E - F 0 - 381 Lumber C-Q0 - 1001 Value Set: 13B ( Effective 611/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp. Chords Tens. Comp Webs 4x2 SP # 3 Lumber value set " 1313" uses design values M - L 779 0 K - J 1001 0 approved 1/30/ 2013 by ALSC L - K 1004 0 J - 1 770 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens Comp Webs Tens Comp requirements. Bracing material to be supplied by erection contractor. A- N 0 -602 E- 1 0 -618 Truss must be installed as shown with top chord up. A - M 629 0 1 - F 606 0 M-B 0 - 612 F -H 0 -557 t'Stt4ftaaltFut... J - E 445 0 tR F'+fMeRt if lu lly+ {.RdFa. f 08 1 R R 61 i R COA # 0foy it ut,0y0011 03/27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building IS fety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryv BGSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall hayg a propperly Id cellinq Locations shown forpermanent lateral restraint of webs shall have braacingq Installed per BCSI sections B3, 87 or B10 e AppTy plate, toeachfaceotptrussandpositionasshownaboveandontheJointDetails. unless noted otherwise Refer to ALPINE 60A-Z for standardplatepositions. Vision of ITW Building Components Group In shall not be responsible for any deviation from this drawing an failure to build the cou;nnr lformance with ANSIII PI 1, or for handlinggs ipppin . InstaliaUbn and bracing of,trussesA seal on this drawl g or over pagqe , , 2400 Lake Orange pr. drawing indicates acce tance ofprofessionalenineenngresponsrbihtysolelyforthedesinshown. he suifability Suite 150 f this drawing for anysructureistheresponsibilitoftheeuildrngDesigrferperANSI/TPI 1 S c.2. oration see this iob's general notes naae and these web sites. ALPINE e www.aloinedw.corn TPI. www.toinst oro. SBCA www.sbcindustry corn ICC. www.iccsafe ora Orlando FL, 32837 Job Number. N333519 Ply. 1 SEQN: 42755 t T2 l SY42 Cust R R8975 JRe t i W9M89750144 LORIDA TEEN GUILDERS Qty 1 FROM: RDG DiwNo 086 18 1221 01708 Truss Label: FT6 KM 1 WI K 03127l2018 5'6" 7'0" 12 11'4"8 6 1'6"12 4'3" 12 4"8 V Y 12 5" 4 r_, 2,6„ T, TYP) 3X6 3X3 1.5X3 3X4 3X4 1.5X3 3X3 3X6 A B C D E F GH u o Q N M L K J 1.5X3 3X4 3X4 1.5X3 3X4 3X4 1.5X3 2X4 1 V4" 8 1 Loading Criteria (psfy Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (ibs) TCLL 4000 Wind Std NA Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw ! Rh / RL W TCDL 10,00 Speed: NA mph Pf. NA Ce. NA VERT(LL) 0.077 L 999 360 O 625 t • 7.3 BCLL: 0.00 Enclosure NA Lu NA Cs NA VERT(TL): 0,154 C 999 240 G 610 (- (- 3 3 BCDL: 500 Category: NA Snow Duration NA HORZ(LL): 0.018 B - - O Min Brg Width Req = 1.5 Des Ld 55 00 EXP NA THORZ L : 0029 B G Min Br Width Re 1 5gq NCBCLL 10,00 Mean Height: NA ft Code / Mise Criteria Creep Factor: 2.0 Bearings O & G are a rigid surface Soffit: 2,00 TCDL: NA psf BCDL: NA psf Bldg Code. FBC 6th.ed 2011 Max TC CSI: 0.639 Bearing O requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0,698 Members not listed have forces less than 375# Spacing: 24.0 " C&C Qist a: NA ff j Rep Factors Used: Yes Max Web CSI: 0.319 Maximum Top Chord Forces Per Ply (Ibs) Loa from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp... ChordsR Tens. Comp. I: NA GCp': NA Plate Type(s): i Durti Windaon: NA WAVE VIEW Ver. 17 02 01A 1 A B 0 -398 D - E 0 - 1020 B - C 0 - 929 E - F 0 - 406 Lumber C- D 0 -1026 F- G 0 - 448 Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp Chords Tens Comp Webs 4x2 SP #3 Lumber value set "1313" uses design values N - M 785 0 L - K 1026 0 approved 1/ 30/2013 by ALSC M - L 1028 0 K - J 851 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSUTPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens Comp. requirements. Bracing material to be supplied by erection contractor. A- O 0- 607 K- E 377 0 Truss must be installed as shown with top chord up. A - N 635 0 E - J 0 - 640 N -B 0 -616 J -G 669 0 0.70 1 a fie, M sj « COA #o S*Wow .pit"+ 03/27/ 2018 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg, shi ping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA} fbt safety practices prior to performing these functions Installers shall provide temporary bracin per BGSI,. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachd nggid ceiling Locations shown for ermanent lateral restraint of webs shall have braan99 installed per BCI sections 63, 67 or ki10 as apphcatSle Apply plater to each face otptruss and position as shown above and on the JoinPQetails, unless noted otherwise. Refer to /I PI N E drawings 160A•Z for standard plate positions. A Alpine, a division of ITW 11ild n omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with NSt11 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 2400 Lake Orange Dr listing this drawingindicatesacceptanceofpro) essionar engineering responsibility solely for the des' n shown. The 41 bility Suite 150 and use ofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrrierperANSIffPI1Sac.2. or more information see this iob's oenerai notes oaae and these web sites ALPINE. www. aioineitw.com; TPI wwwtoinst. ora. SBCA. www. sbcindustrv. Com. ICC. wwwtccsafe ono Orlando FL, 32837 Job Number: N333519 Ply 1 SEON 427561 Ti 1 SY42 CushRR8975,]Ref 1"196089750144 VLORIDA TEEN BUILDERS Qty 10 FROM ROG DrwNo 086 18.1221 01583 Truss Label: FT7 KM f WrIK 03127,12018 5'6" 7' 1 "2 1 1'4" 10 5.6„ 17 2 4'3„8 4"8 1'3"12 5" 2'6,. TYP) 3X6 3X3 15X3 3X4 3X4 1,5X3 3X3 3X6 A B C D EF GH i 5'12 3" 90 5.. 12 O N M L K J I 15X3 3X4 3X4 1.5X3 3X4 3X4 1.5X3 2X4 Loading Criteria (psf) j Wind Criteria TELL. 40,00 WindStd: NA TCDL 10,00 Speed: NA mph BCLL: 000 Enclosure NA BCDL 5,00 Category: NA EXPNA Des Ld 55 00 t: ft NAMeanHeighNCBCLL 10,00 TCDL NA psf Soffit 2,00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up 11' 4"10 ,1 Snow Criteria (Pg,Pf in PSF)i Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT. NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pt : NA Ce NA VERT(LL) 0 078 L 999 360 0 626 /- / - / - / - 7.2 Lu: NA Cs NA VERT(TL) 0 157 C 999 240 G 609 / - / - ( - 3 0 Snow Duration: NA HORZ(LL) 0 018 B - - O Min Brg Width Req = 1 5 HORZ( TL) 0 029 B G Min Brg Width Req = 1,5 Code / Mise Criteria Creep Factor 2 0 Bearings O & G are a rigid surface. Bldg Code: FBC 6th ed 2017 Max TC CSI 0 643 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI 0 705 Rep Factors Used: Yes Max Web CSI 0 320 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:12(0)/10(0) Chords Tens Comp Chords Tens Comp. Plate T YP e s O: WAVE VIEW Ver 17.02 01A.1115.21 A - B 0 - 399 D - E 0 - 1025 B- C 0- 933 E- F 0 - 403 C - D 0 -1031 F-G 0 -449 ht' Itt4fd f+fii lj f fOfFkFct€ e S f a K i P c'() A #o'er/0NAll, 03/ 27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. N- M 788 0 L- K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. A- O 0- 609 K- E 381 0 A- N 637 0 E -J 0 -642 N - B 0 -618 J -G 672 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shigpin installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) fbf safety ractices prior to performing these functions Installers shall provide temporary bracing per BSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachedrigqidc%in9 Locations shown for permanent lateral restraint of webs shall have bract n Installed per BC I sections B3, Ba! or 10, as appiicat3le AppTy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise, Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building ompon nts Group Inc shall not be responsible for any deviation from this drawin an failure to build the trussincgnformancewithANSUt11, or for handlinshipping, installatldn and bracing of,trussesA eal on this drUing or cover page listing this drawingg indicates acceptance of pro) esslonar en ineering responsibility solely ?,or the design shown. The suitability and useofthisdrawingforanystructureisfireresponsibilityoftheBuildingDesignerperANSIRPI1Sc.2. or more information see this lob S general notes naae and these web sites At www alnineilw. com. TPI www toinst oro SECA www sbcindustrv. com. ICC. www. iccsafe ALPINE eaimyeW11- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333519 Ply 1 SEQN 42757 / 113 ! SY42 Cust R R8975 JRef 1 W9M89750144 1 LORIDA TF-EN BUILDERS Qty 1 FROM: RDG DnwNo 086-18-1221.01068 Truss Label: F"r7GE KM ! WHK 03/27/2018 1'9" 2'11"12 5'T2 6`9"2 8`4"2 11'1"2 11'4"14 1 `9' 1 2"12 2'3" 6 1 6" 1 7* 2'9" 3.112 Loading Criteria (psn TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit: 2.00 Load Duration 1.00 Spacing: 24 0 " 5" 4 4"8 1'2'12 9'14 1 2. 8 _ _.. _ 1.3. ».._...... 1.7 • ._ 1.2. 2 _ ,._ 1.2"6 3X3 4X4 s:4X4 3X4 3X3 3X6 :+: 6X6 A B C D E F G H I J K t 1 T2 3 re t 1 P 0 N M L T S R Q 4X4 6X6 I.12X4- 3X4 Wind Criteria Wind Stc1 ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category 11 EXP:C Mean Height 15.00 ft TCDL 4 2 psf BCDLi 3.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall Any GCpi 0 18 Wind Duration: 1.00 Lumber Value Set 13B (Effective 611/2013) Top chord 4x2 SP #1 T2 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 113012013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0,00 to 350 plf at 5.88 TC: From 387 plf at 5 88 to 387 plf at 11 28 BC From 10 plf at 0.00 to 10 plf at 10.97 Plating Notes All plates are 1 5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 11'4"14 Snow Criteria (PQ Flit) PSF) Defl/CSI Criteria Maximum Reactions (ibs), or "=PLF Pg NA Ct: NA CAT NA PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL / W Pf NA Ce. NA VERT(LL): 0,053 N 999 360 T' 316 / 29 / 30 ! - ! - / 60.7 Lu NA Cs NA VERT(TL): 0.213 N 554 240 P 1158 / 99 / 95 ! - / 6 4 Snow Duration. NA HORZ(LL): -0.011 J - J 1330 / 112 / 102 ! - 3.2 HORZ(TL)i 0,026 J Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,881 P Min Brg Width Req = 1 5 TPI Sid: 2014 Max BC CSI: 0.908 J Min Brg Width Req = 1 5 Rep Factors Used: Yes Max Web CSI: 0.760 Bearings T, P, & J are a rigid surface. Bearings T & P require a seat plate. FT/RT:20(Ojl10(0) Plate Type(s): WAVE I VIEW Vec 17.02 01A.1115 21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. E - F 220 -1200 H - 1 211 - 1099 F - G 226 - 1233 1 - J 204 - 1069 G - H 205 - 1076 rrr 4 «R a o SS AT 0 lk r w +9 COA #0 L7rr rygyygNM 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. P - O 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp Webs Tens Comp. A - T 119 - 655 E - O 1239 - 214 A -S 576 -117 O-F 135 -824 S - B 116 - 453 M - J 1597 - 305 P - E 203 - 1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp.. Gables Tens Comp G - R 94 - 425 1 - M 184 - 913 D - Q 80 - 444 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing. and bracing.. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d n id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BC sections B3, 67 or 810. as apphcate Applgy places to each face oftruss and positron as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildl1nl1Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the truss in conformance with AN51/TPI 1, or for handlinj shipping, installation and bracing of trussesA seal on this dr wirig or cover page _ . listing thisdrawingindicatesacceptanceofpro) en ineering responsibility solely for the design shovilh. The suitability and use of this drawing for any sructure is the responsibilit?of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Dade and these web sites ALPINE: wwwaioineaw com. TPI: wwwtoinst. ore: SBCA. wwwsbondustrv. com. ICC. www.iccsat ALPINE An:IW COWAN 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333519 Ply 1 SEON: 42758 / T3 t SY42 Cust: R R8975 JReL 1 W9M89750144 F`LORIDA TEEN BUILDERS Oty 1 FROM RDG DrwNo 086 18 1221 03720 Truss Label: FT8G KM 1 WFiK 03/27/2018 17" 8 1191,11 3'5"3 1118 2"3 17.8 1*3^12 3" 1, 3" 12 .._ 1 5X3 4X4 15X3 3X6 A t B C D' n 7H G F E 3X4 2X4 2X4 3X4 3'5'3 LoaTC ding riteria (Psr) Wind Criteria Maximum Reactions (Ibs) 40 00 Wind StdteriaNA gLocPgoNANACATNAPPfDeflectionenalocL/defl L/# j L R !U !Rw /Rh /RL /W. TCDL: 10,00 Speed: NA mph Pf NA Ce NA VERT(LL): 0.016 B 999 360 H 522 / - ! - / _ ! 4 0 BCLL: 0,00 Enclosure NA Lu NA Cs NA VERT(TL): 0 028 B 999 240 E 465- BCDL 500 Category NA Snow Duration: NA HORZ(LL) 0 002 B - H Min Brg Width Req = 1.5 Des Ld 55 00 EXP NA HORZgTL0.003 B E Min Br Width Re q _ g NCBCLL: 10.00 Mean Height NA ft Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface Soffit: 2.00 TCDL: NA psf BCDL NA psf BldgCode: FBC 6th ed 2017 Max TC CSI: 0.275 Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Sid: 2014 Max BC CSI: 0,294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Spacin : 24.0 " g C&C Dist a NA It Rep Factors Used Yes Max Web CSI: 0.259 Chords Tens Comp Chords Tens. Comp Loc, from endwall: NA FT/RT:12(0)/10(0) NA GCpi NA Plate Type(s) ti B - C 0 - 391 C - D 0 - 376 Wind Duration: NA WAVE VIEW Vec 17.02.01A.1115.21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 N G - F 391 0 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "1313" uses design values Webs Tens Comp. Webs Tens. Comp approved 1/30/2013 by ALSG A- H 0 -494 F- Q 545 0 Special Loads A- G 533 0 D- E 0 - 447 Lumber Dur.Fac =1.00 Plate Dur Fac.=1.00) G - B 0 -471 TC: From 100 plf at 0.00 to 100 plf at 3,43 BC: From 10 plf at 0.00 to 10 plf at 3,43 TC: 610 lb Conc. Load at 1.58 Additional Notes unit±stftalo Truss must be installed as shown with top chord up. NO40 GE 8 xr.7Q8 1 IAi 0 ss r py via• a•e t COA !/f} 03 /27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin ship installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fog safety racbces prior to performing these functions Installers shall provide temporary bracin er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathln and bottom chord shall have a properlyattach _ ppnggld cellin Locations shown for ermanent lateral restraint of webs shall have bracingq Insgqailed r BCSI sections B3, B7 or 10 as applldcable. Applgy plates to each face ofptruss and position as shown above and on the Joint Details, Lin noted otherwise. Refer to ALPINE A drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildln Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the n,rn oucn„ truss in conformance with AN5111 PI 1, or for handling, shippmq, installation and bracing of-trussesA eal on this dr wing or cover pagge, , 2a00 Lake Orange Dr. listin this drawing indicates acceptance of pro essiona en Ineenn res onslbili sole) for the desi n shoWn. The suidblh Suite 150anduseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesignerperANSI/TPI 1 S c.2. For more information see this lob's oeneral notes oane and these web sites ALPINE. www.almneitw.com. TPI. www.tomSt Ora S6CA. wwwsbandustry com: ICC. www.iccsafe org Orlando FL, 32837 Job Number: N333519 Ply. 1 '.. SEEN: 42759 173 r SY42 '.. Cust R R8975 JRef 1 W9M89750144 FLORIDA TEEN BUILDERS Oly 1 FROM HMT DrwNo: 086 18-1221 02519 Truss Label: F1-10G KID WHK 03127/2018 178 2'4" 7 3'11"15 1 7 8 8"15 178 1'3"12 - ,r 3" 1.3„12 4X6 2X4 2X4 3X6 A B C D in L H G F E 4X4 4X4 2X4 3X3 C 3'11" 15 4 Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std: NA Pg: NA Ct: NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 1000 Speed NA mph Pf: NA Ce: NA VERT(LL): 0.023 G 999 360 H 2O08 ! - / - ! - / - / 4.0 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0 042 C 999 240 E 505 BCDL: 500 i Category: NA EXPNA Snow Duration: NA HORZ(LL) - 0 009 D H Min Brg Width Req = t5 Des Ld 5500 Mean Height: NA ft HORZ(TL) 0 013 D - - E Min Brg Width Req = - NCBCLL 1000 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface Soffit 200 BCDL NA psf Bldg Code FBC 6th.ed 2017 Max TC CSI: 0.860 Load Duration: 1 00 MWFRS Parallel Dist NA TPI Sid: 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a: NA It Rep Factors Used: Yes ;Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.CompChords Tens, Comp Loc. from endwall: NA FT/RT: 12(0)/10(0) I: NA GCpi: NA Plate Type( s): A - B 0 -416 C - D 0 -415 Wind Duration: NA WAVE VIEW Ver. 17.02 01A 1115,21 B - C 0 -438 Lumber Value Set 13B (Effective 6/ 1/ 2013) Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp_ Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N G - F 438 0 Webs 4x2 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1 /30/2013 by ALSC Webs Tens Comp. Webs Tens. Comp, Special Loads A- H 0 -2011 C- F 0 -475 Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00) A - G 692 0 F - D 597 0 TC From 4 plf at 0. 00 to 4 pif at 4.00 G - B 0 -450 D - E 0 -468 BC From 10 plf at 0. 00 to 10 plf at 4.00 TC 804 lb Conc Load at 0.15, 0.34, 2.15 Additional Notesialrfltt!llrtrtrrr Truss must be installed as shown with top chord up. L1 f T A s X+ tfit • e 4 11s [. qry g sQ. ?L 1 . a r S AT 0 L s \ S/ ONAt mktikt* COA 11 t0 Ski,14",Niq03/ 27/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin haandlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an' SEA) & sa ety ractices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathingg and bottom hord shall have a propperly attached n9id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin tnsTalled per BC I sections 83, 87 or E110, as applicable AppTy plates to each face o?lruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard platepositions. Alpine, a division of ITW Buildln ompon nts Group Inc shall not be responsible for any deviation from this drawing an failure to build the truss In conformance with ANSI 11, or for handling, shlppinq, installation and bracing of.trussesA seal on this drawing or cover page 240o Lake Orange Dc listing this drawin indicates acceptance ofproessonaenineerin9responsibilitysolelyforthedesignshoWn. The suitability Suite 150 and use of this awing foranystructureistheresponsibilit}of the Building Desigrier per ANSI/TPI 1 Sbc.2. or more information see this iob' s general notes pane and these web sites ALPINE www. alpineaw. com: TPI. www. Winst ord: SECA. wwwsbondustrv. com. ICC www iccsafe. ore Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 12n mnh Wind tz-H. 15' No- Hoinht Pnr+iniiv r-inanr4 F,mnc„ro in x+ = inn 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1)ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P ! 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H 1 Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14, 0' 14' 0' f Standard 1 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 1 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' J a S P 2 3' 10' 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' P Stud 3' 9' 5' 3' 5' 7' 6' ill 75' 9' 2' 9' 7' 10, ill ll' 8' 14, 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' SPP34' 2' 7' 1' 7' 9' 8' 9' 9' V 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U UHr Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14, 0' 14' 0' I Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' 0 S P 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' li' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' D P L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14, 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' ifl' 2' 10, 10, Ill 10, 12' 7' 14' 0' 14' 0' 1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' C3 Sc P ! 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 1' 8' 5' 8' 8' 9' ill 10' 3' ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10' T 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' r DfL Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 1011' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14, 0' 14' 0' Truss Diagonal brace option, vertical length may be doubled when diagonal brace is used Connect diagonal brace for 600# at each end. Max web total length Is 14'. Vertical length shown In table above. 2x6 DF-L #2 or better diagonal brace) single or double cut as shown) at upper end. About Y 1 T 1$' A Lr L race r 8' ) K I L 1 Connect dlagona'lat mid oint of vertical web. Refer to chart ov wwWARNINGIlm READ AND NlOV ALL NOTES ON THIS DRAWDIGI .y wnD#' ORTANTww RR/QSH THIS DRAWING TO ALL CONTRACTORS OICLUDING THE DNSTALLONS. ;r Trusses require extreme care In fabrkothg, hwxkkg, shippbq, instolting and bracko Refer o,s follow the latest edM- of SCSI <Busdhg component Safety Information, by TPI and SBCA) for 1$$ practices prior to performing these functions instaaers shall provide temporary bracing per S1. WAess noted otherwise, top chard shall have property Attached structural sh-thing and bat ch shall Wave A property attached rVd ce". Locations shown for permanent lateral restrAht sw have broc5ng SCSI 23, j1T1'' O shall hstA#ed per sections 97 or 910, as applicable. Apply plot" to --,A of truss " pawn`_ As shown Above and on the ,bht Details, Wess noted otherwise. ICJ Refer to drawings 16CA-2 far stand-d plate positions. 6y AN iT iA'CCMAP/A14Y Alpine, a W islon of ITW Binding components Group Inc. shall not be responsbte for any d-I&V 9 this droskp, any fasure to build the truss Inconformance with ANSI/TPI 1, or far hnrdlig, shppng, installation i bracing of trusses. A seal on this drawing or cover page ilsti g this drawing, hOcates acceptance of professional 1 13723, Rlverpotlt Gave engYrer#p yy soltiy for the design slaws TM sNtabNty Ana use of this drawing S mlet 200 for arty structve h thr respomatpAity of the BuAdkg Desgrer per ANSI/TPI I Sect. i N.Zylandi Heighls? N10% 53043 For Wore information see this Job's generAt rates page and then web saes, ALPINE, www.atpireitw.con, TPL wwwApinst.orgi SBCM wwwsbclndustryorgi ICC, www.1ccsafe.or9 e S- j i wawe+ e e sw 0 i" 018 Bracing Group Species and Grades; Group A; S ruce-Pine-Fir _Hen-FIr 1 / # 2 lstandard#2 1 Stud 3 1 Stud 1 1 #3 IStandard Dou tas Fir -Larch Southern Pinewww 3 # 3 Stud Stud Standard Standard Group B; Hen- Flr 1 & Btr 1 Dou Ias Fir -Larch Southern Pinewww 1 # I 2 # 2 ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outiookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with lad (0.128'x3.0' min) nails. ilE For Q) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. t) 1(F"or <2) 'L' braces- space nails at 3' o.c. in 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. Vertical Len th No S Iice MAX. TOT, LD. 60 PSF MAX. SPACING 24.0' REF- ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or + 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or+ 120 mnh Wind Sneed. 2W Mean Hpinht. Partially Fnrinced. Fvmnaure n w7t = 1 nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1)lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1)2x5 'L' Brace 2) 2x6 'l' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B cSPI 1 / #2 3' 8' 6' 3' b' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14' 0' Standard 3' b' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13, 1' 14' 0- 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ill 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J d cu S P D F L 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 1l' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 1l' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' i1' 9' 7' 12, 2' 13' 0' U 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' i' 13' 7' 14' 0' 14' 0' U P Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' i1' 10' 4' 13' Y 13' 7' 14' 0' 14' 0' O Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' i1' 10' 4' ill 10' 12' 8' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' ill 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D rr_ L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' ill 9' 14' 0' 14' 0' c 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' S S P r 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Q Standard 4' 5' 6' 6 6' 11' 8' 8' 9' 3' 10' ill 11'5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' 11' gilas" 94' 9' 8' ill 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' b' 6' 10' 1' 9' 7' 11' 0' 11' b' 14' 0' 14' 0' 14' D F Stud 4' b' 6' 10' 1' 9' 7' ii' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1'i' 8' 7' 10' 11' 1 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades: Group A: nice - Pine -Fir Hen-Flr lit / # 2 Standard #2 Stud 3 1 Stud #3 Standard Dou las Fir -Larch Southern Pinewes 3 # 3 Stud Stud Stnndnrd Stnndnrd Group B: Hem- Flr 1 6 Btr 1 Dou I. Is Fir -Larch Southern Pinewww 1 # 1 2 # 2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang, AbutI Attach 'L' braces with 10d (0.128'x3.0' min) nais. able Truss 1 #E For (1) 'L' brace, space moils at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, )K)KFor (2) 'L' braces space nails at 3' o.c. T vertical length may be I In 18' end zones and 6' o.c. between zones. doubled when diagonal 1$' )K 'L' bracing must be a minimum of 90% of web brace Is used. Connect 3 1 member length. diagonal brace for 690# I 'L' L at each end. Max web I Brace Gable Vertical Plate Sizes total length Is 14'. Vertical Len th No Slice 2x6 DF-L #2 or less than 4' 0' 2X4 better diagonal I " 1;sf11 Fifif Greater than 4' 0', but 4X4 brace! single i less than 12' 0' Verticallengthshownor double cut 8' t,/, In table above. 45' as shown) at L 1 wwR. ea , + Refer to common truss design for Lipper end. peak, splice, and heel plates. 4. F7t,77/ I s ifen Refer to the Building Designer for conditions Connectdiagor. nt • j e• t midpoint of vertcat web. I Ilk 41 er to chart ove not addressed by this detail, mxeertinj WARIN104% M READ AND FDLIDV ALL MDIES ON TW= BRAVDO REF ASCE7-10-GAB16030 DPORTMffFUUHSMMSAtAVIMGTOALLCOITRACTINSD4CUMMGTHEDISTALLEMjTrusses req+A^e extreme care In fabrXathg, handing, io p Mstniong wM brocireg Ref a folWw the latest edition of BCSI ("dhg Component Safety Imformaticn, by TPI and SBGV for y ; DATE 10/01/14 p1' nctices prior to performhg these functions. Installers shall provide temporary brnGmlg w a UMewa noted otherwise, attachedtapa have properly attached stwcturnl sateral and bo ,' DRWG A16030ENC101014'. 0", have a properly "ed sections Locations shown for permanent lateral testraht s FTTT1ii sb+nU have bracing hstoUed per i sections H3, 87 on B10, as oppllcaMe. Apply plates toeIF of truss -4 position as show+ above and on iM .bht Detass, uni.- noted athtr ist. +' ryA a Sf+{/ Refer to drawhgs 1604-2 for standard pate Positions. # I ;ee/ ed°ee Alpine, o dNislon of ITW BWldng Components Gray Inc. shall rot be responsible for any deviation diea. y1 sye j y ANfT1NCOA4PWt41sdrawhg, any faXure to bulid the truss In conformance with ANSt/TPI 1, or for hnrwlhy shppap, •ea MAX, TOT, D. 60 PSF stallatioacnibringoftrusses. 1„9 A sent on this drawhg or cover Page Usthg this drasep, kidcates acceptance of professWnW ff sy^'{1'^ 13723'i Rry poni Drive rtsparssb#tty solely for the design shown The sultabli ty and use of this "' ; Suilei 200 or any sU u t re Is the responsbUty of the bA&V Des7psr Per ANSLIM I Sect. `.f 7MBt6e kt yTt 11Maryan lo' 1. HeiphM l M01 63043 For more information see this Job's general rotes page and these web sites MAX. SPACING 24.0' ALPDIE, www,alphelt•conl TPD www.tpinst.ory A ww SBCl cindustry.orgi IM wwwlccsafe IZl)1 Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 140 mnh Wind Sneed. 19' Mpan Hpinht. Pnrtinily Fnrinapd F-r-ro n Ko+ = 1 nn 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) ix4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace wl 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B y 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' ill 1' 11' 7' 13' 3' 13, 9' S fF 3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3- 8' 4' 8' 8' 10' 7' 11' 4' 13, 1' 13' 7' u Stud 3' 4- 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' ill 3' 13, 1' 13' 7' O l Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2- 1 3' 8' 6' V 6' 4' 7' 2- 7' 5' 8' 6' 8' 10' ill 3' ill 8' 13' 4' 13' 11' S P 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' ill 1' 11' 7' 13' 3' 13, 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2- 8' 9' 9' 6' 10' 2' 12, 11' 13' 8' cu F Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10, 2' 12' 11' 13, 8' Standard 3' V 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5- 9' 0' ill 5' 12, 3' U_ 1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12, 9' 13, 3' 14' 0' 14' 0' S f- I 3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' Ill 12' 7' 13, 1' 14' 0' 14' 0' U H Stud 3' 10, 6' 2' 6' 7' 8' 0' 4- 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' O 1 Standard 3' 10, 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11' 11' 1' 11' 11' 14' 0' 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12, ill 13' 5' 14' 0' 14' 0' zt S P 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' 3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' Q) D F L Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' ill 9' 3' 9' 8' 11' V 14' 0' 14' 0' 14' 0' 14' 0' S P F 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10, ill 13, 10' 14' 0' 14' 0' 14' 0' Li F Stud 4' 3' 7' 1' 7' 7' 8' 10' 9' 2' 10' 6' 10, ill 13, 10' 14' 0' 14' 0' 14' 0' U I 1 Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12' 10' 13, 9' 14' 0' 14' 0' X 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' ill 2' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 7' 7' 10' 8' ill 9' 3' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12- 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 001 ' DI L Stud 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0- 13' 5' 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7- 8' 1' 10' 3' 10' 11' 11' 11' 12' 9' 14' 0' 14' 0' Bracing Group Species and Grades Group A: race -Pine -Fir Hem -Fir 1 / #2 Standard 02 1 Stud 3 1 Stud 1 1 #3 ISt.nd.rd Doullias Flr-Larch Southern Pinewww 3 #3 Stud Stud Stnndnrd Stnndnrd Group B: Hem -Fir 1 & Btr 1 Dou las Fir -Larch Southern Pinewww 1 #1 2 #2 ix4 Braces shall be SRB (Stress -Rated Board), wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values may be used rlth these rades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ynm Attach 'L' braces with 10d (0.128•x3.0' mtn) nails. About Gable Truss A For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Dhgonnl brace aptbn )K)War (2) 'L' braces, space nails at 3' o.c, In 18' end zones and b' o.c. between zones. vertical length may be T doubled when diagonal 18' A 'L' bracing must be a minimum of 80% of web brace Is used. Connect I I member length. diagonal brace for 77511 ,L, L at each end. Max web Br ce Gable Vertical. Plate Sizes total length Is 14'. V_ertical Length No S Ice 2x6 DF-L #2 or Lessthon 4' 0' 2X3 better db.gonal Greater than 4' 0', but 4X4 Vertical length shown brace) single 8 IIIt1 (Ff{+ less than 10' 0' In table above. or double cut frS+ 45' (as shown) at L 1 Refer to common truss design for upper end. , • peak, splice, and heel plates. Connect dlogonnl at s Ser Refer to the Building Designer for conditions N nt of vertical web. Refer to chart eOr 1'aX abl IC lea+tin. not addressed by this detaH. MWARIOM- REAR AI19 FULLOV ALL IIA S OM TMS BRAYM ' Q. REF ASCE7-10-GAB18015mWVMTMlTwwFIM8WTHISBRAYINGTOALLaWRACTORS00AMIN6THEIMSTs• Tru sses require extrene care in fabricatrg, handUrg, shippwro, installing and bracing, Refer sa arw DATE 10/O1/14followthelatesteditionofSCSI (Sutdhg Conponent Safety Information, by TPI and sa4- L.po des* ; ea practices prior to ep-flss,, Nag these functions Installersat the provide temperer* DRWG A180iSENC101014OMessrestedotixrwlse, top choral Omit have Properly attocined strucWol sneothwg chdld we,.ithave a properly attached rind cellVq. Locations shown for pernonent lateral resebf{IT f'1 eshallhavebracinginstalledperSCSIsections23, H7 or B10, as appllcoble. Appy prate of truss and posttn as shown above and on tM .bint Detalws, urdess rested otwwrrrisr. Refer to drnwYps 16OA-Z for standard plate postgons, y • l' [ Alpine, division of re Busting he truss I Croup Inc. a withnot SI rPI 1, o f for any dews. e 4, + MirrwcoMr(rrr nur.Vo R& broom of tt_buAd the tn,ss h conformance wth ANS]/TPI 1, or far handing .ww•ww w}+,.•• • MAX. TOT, LD, 60 PSFA A scot * this drarhg so cover rape OrtYg ttfM draw#g, hdkates acceptance of professional ,,(ry° t 13723'+. Riverportt Drive respon s th sorely for the f the sMen The firr per and ate of cZ drashp i,3 ppgg { ttsuites200 or any structure s the responstiRsy of thr Sulls g Bergner per A14SVTPI 1 SeeE. "4r 4.il1jAL,,ys 1*° t Marylandt Heights.t N101, 63043 For more Information set tines Job's general notes page and these web sKt r t10,A ALPINE, wwwalpheiteconl TPD www.tphst.or SBCA, rww.sbd,d„stry.argi Ica ww 1-fe MAX. SPACING 24.0' CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web i_.—Reinforcerient: or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OO T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. M Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d <0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. EH, y, Scab T-Reinf. L-Reinf. e VARM*31- READ AND :0.LOV ALL N[IIES of THM DPAWD40 • OPMTANTa fT bM MIS BRAVING TO Nt CQITRACTMS DIQUDM6 TE DISTAI4 TC LL PSF REF CLR Subst. a IIUi1I{\Ij AN ITW COMPANY 137231 R,—Ponl D,- tt Suitet 200 t i Ma yWdi Helphts.1 M0163043 Trusses require extreme care In fabri—t q, handliry, shipping, Instoltlrp and bracing. Refs to andfTothelatestedltlonofBCSI (Bowling Component Safety Infor.atlon, by TPI and SBCA) f fet practkes prior to performbp these functlons. ]—tatters shill p—lde tenparory brncMp lw LW.ss noted otherwise, tap chord shalt have property att..h d structural s>uathbp and cfvrd shall fore a property attached rVd ceshp locations shown for permanent IaterW rest of webs per BCSI secd on 23, 97 or Del as applicable. d of W Ise. to f !fofthiveWposhlonasatheord, Details. uMess .rated oUurtEse. , . yoftrussandpas16asshornaboveplateRefertotlrnweps }bDA-Z for standard plate posltians. AlpIre, . dMsbn of !TV Bottling Co.p—ts fro p Inc. shall riot be responslble for any drug d—ln any faBv-e to build the truss In conformance *M ANSI/TPI 1, or for hxlnWhg, stallatl.n s b—ft of trusses, A seal on this dra0V or cover Pape Ust" this drawYp. Ydnc catesacceptaeof prof-1-1aas.,:*' respomibllfty sotNy far tAe deOgn shown The sltab" -4 use of this drawhp or nny structure b the resporwt>bBlty of the &AAV Designer per ANSUM 1 Sec.2 for lnformatlon this job's general marts page a A then eb sites ALPorrareseelWjwss. atpMsw ultwx"i TPI- e,tpinst.orgl SBCM ew.sbcww—t.or rygh 1CG wwwkcsafe.orp j s „ S = may S' ; t iT0 * a ' y. s sf; `/ .`` s Fs # i ee e.. y sy^ ON off 41tBi- TCDL PSF BC D L PSF c BC LL PSFTOT. LD, PSF DATE 10/01/ 14 D R W G B R C L B S U B 1014 DUR. FAC. SPACING T Reinfa Memk Ga Tr Detail For Let -in Verticals Gable Truss Plate Sizes opropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2X4 2X4 2X8 vrovicie connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Moils, 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A1153OENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC10081 If Q9, S18015ENCI00815, S20015ENC100815, S20015END ; !i16QIIC100 I'3ay S11530ENC100815, S12030ENC100815, S14030E 0 1 S18030ENC100815, S20030ENC100815, S200 =f```t y181b See appropriate Alpine gable detail for ma t n n'Rp ced gi7;bl v r+S! T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -malt To convert from 'L' to 'T' reinforcing members, multipty 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1,30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' Gable T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20 VARNDIGW- READ AND FOLLOW ALL NQTES ON THIS DRAWD O ; REF LET -IN V E R TIMPORTANT" FURNISH THIS MAWM TO ALL CONTRACTORS INCLUDING TIE VW1p. r aTrussesrequireextrenecareInfaFricoting, handling, shipping, installs g and brac j DATE 10/01/1t1foliosthelatesteditionof151CI4,edng Component Snfety Infarmotbn, by TPI and SIfe practices prior to perf-I ng these functions. Installers shall provide temporar braSL 1, wunlessratedosher.se, top chord shall hove property attatlutl structural sheathing ++ DRWG GBLLETINi014 nllhaveaproperty attached rigid cetig. Locatbrts shown far permanent lateral rw ,#. , 2*' Q I L shall have brnposi installed per Above And on the J or, Del as Applicable.nlsno Apply plate s to 1IL111 of truss and position as aFasn nbovt and on the ,bht Detn9s, wttzs noted otherNse. RtFtr to drasings ibGA-2 for standard plate positions. • 1w w.srase" ("., Alpine, a division of ITW "ding Components Group Inc. shall rat be responsible for any devhtbn AN fiYVCOMFI4NY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, shipping, tJ MAX, TOT. LD. 60 PSI- InstaUatbn L brachg Of trusses. ,gyiR A sent on this dwwbtg or saver page ttsttrg this drawing, indicates acceptance of professional t# t t 3723', Rtverpont Drive for a^Y solNYrt> Y B design w npn. Designer perK AMSI/TF eI ! Sect, .f this draaip 1 t D U R, F A C. A N Y VSudei200 'OA #QBcM2018 Maryland\ Heights.\ MD; 63043 For more Information see this Job's general notes page and these web sites, MAX. SPACING 24.0' AIPINE, www.atpinNtw.coml TPI, w iApinst.orgl SHC/v wwwsbcindustr qr i ICC, wwwJccsnfe NAIL REINFORCEMENT FOR PLATE DETAIL This detail May be used when the required number of Nails shalt be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint tine. nail type specified below to increase the lateral resistance of the connector piate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coit Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-9age Wave 1 Nail replaces 2 teeth SG >= 0,42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF-L, HF, SPF SG >= 0,42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-9age S Substitution 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), Line Typical Joint Configurations, This,f jjlR'.se33 r Joint Configuration. This Detail Is Applicable Oniyy Ong " r;ctor Plate Has Been ffset No More Than 1/2' From' es n Po itlo wn On The Truss Design Drawing. VARNRXis. READ AND FOLLOW ALL Naves ON THIS DRAVINGl a. i., REF NAIL REINFORCEMENTllilPMA4TaFLOWSHTHISWAVINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERp Trusses require extreme core 1n fabrkatby, handling, shipping, Installing and brocIng, Refat to an / fallow the latest edition of SCSI ("Oing Colponent Safety infornatlon, by TPI and SBGV f a e tr DATE 10/0.I i4 practkes prior to performing these functions. Installers shall provide temporary bracing Hl.Si # ; A DRWG REPPLTNL1014tMessnotedotherwtse, top chord shalt have properly attached struc% sheath and t e s y shall hove a property attached rVd celtig, Locations shosn for pernonent lateral restto f eeb "+ }t'"f' 0 lz LPO l shall have bracing Installed per SCSI sectSons B3, 27 or B10, as applicable. Apply plates to ,J of truss and position as shown above and on the JoIInt Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positlom „ Alpine, a division of ITV Bultding Conponents Group Inc shall not be responsrole for any devta ewe AN ITWCOMPANY this draft,any faiture to build the truss 1. conformance stth ANSI/TPI 1, or for handling, •a, i ,e• installation brackv of trusses. A seat on this drawling er cover, page 1rt11g this dresing, 1,dicates acceptance of professbnai i. 13i23t River mOtwe respa.uWrey solely for tl+r w than. The sultap r and use of this ara.ing t(jh f{/ 1 Seiler. 200 d' a^y struetrre h the rosponstl!!y of the Bull," Dtsigner pee ANSI/iPl 1 See2 +4 ff A/ " A '" @Z; 1 Maryland, Heights,\ MOi 63043 For none Information see this Job's general notes page and these web sttes- 1041v ' ALPINE, ss...1pinelt—oni TPI, ssw.tpinst.orgt SBCN swssbdrMusbry.or i IM —.1ccsofe.org Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 12n mmh Wind _IZ-hi 15' Mann Holnh+ P.,+Inity r -lm—A Fvnns„ro n ie,+ = i nn 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace aim(1) 2x6 'L' Brace is 2) 2x6 -L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' Cj) U S P P 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' Or 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' H F Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' ill 8' Or 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Q Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' i' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' j 1, S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' j D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' fl' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10, 4' 12' 6' 13' 0' U 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' i' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' ! S P F 3 1 3' 8' 6' 6' 6' 10' 1 7' 8' 7' 11' 1 9' i' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 1 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 3 QJ D F L Stud 7' 7• 7' 4, 4' Standard 7' 7' 4' Or 1 / #2 4' 3' 7' ' 7 9' 3' 10' 7' 3' 11' 14' 0' 4' ' d S P F 3 0' 7' 1' 7' 5' 8' 5' 0' 1 3' 14' 0' 14' 0' l U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 0' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' ! d S P 2 4 ' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0 3 4' 2' 1 7' ' 7' 5' 8' 6' 8' 10' 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' D F L Stud 4' 2' 1 7' 2' 7' 5' 8' 6' 1 8' 10,1 1D' 1' 10 6'1 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 1 6' 6' 6' 11' 1 8' 5' 1 8' 9' 1 10' 0' 1 10' 5-1 13' 2' 13' 9' 14' 0' 14' 0' Bracing Group Species and Grades - Group A: S rpuce-Pine-Fir Hem -Fir 1 / #2 Standard #2 Stutl 3 Stud #3 Standard DOu tas Far -Larch Southern Pinewww 3 #3 Stud Stud Standard Stnndnrd Group B; i Hem -Fir 1 ! Btr 1 Dou tas Fir -Larch Southern Pine— 1 #1 2 #2 1x4 Braces shall be SRB <Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Y')mAbout 1, Attach 'L' braces with 10d <0.128'x3.0' min) nails. ble Truss II K for (1) 'L' brace, space nails at 2' o.c. In 18, end zones and 4' o.c. between zones. Diagonal brace option, K)Wor (2) 'L' braces space nolls at 3' o.c. vertical length may be T In 18, end zones and 6' o.c. between zones. doubled when diagonal i 18' L' bracing must be a minimum of 80% of web brace Is used Connect member length diagonal brace for 600# at each end. Max web Brace Gable Vertical Plate Sizes total length is 14'. K)K Vertical Length No Splice 2x6 DF-L #2 or I Less than 4' 0' 2X3 1 better diagonal t Greater than 4' 0', but 3X4 Vertical length shown j brace) single EBL 41111 1',, fGreaterlessthan 11' 6' In table above. or double cut K than 1' 6' 4x4 45' as shown) at 1 Ird 4. 4 Refer to common truss design for upper end, a peak, splice, and heel plates. Connect diagonal at we °+' t ere Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart- or ax abl ve i le*th, not addressed by this detnt. VARH0IGIow READ AND FOLLOW ALL NOTES ON TM DRAVD#i p REF ASCE7-10-GAB16015WMTWrMOMTNOSDRAWINGTOALLCONTRACTIJRS04CUMMTN£ DISTALIETt ,+ e Trusses require extreme core in fabricating, t—alft, shipping, Instaith,p and brattro Ref to ar, follow the latest edition of SCSI UhAdIng Component Safety Information, by TPI uW SBCA) f t# z DATE 8/3/15 practicesprior to performing these functlons Imstutlers shall provide te'pororY tisess noted otherwise, top chord shalt have properly attached structural sheathing wd ton chord Z" c c c shall have a properly attocMd rigid ..". Locations Shawn for pernaneM lateral r-t,.k, of web shad havebracing hstatled toBCSIsectlo93, 97 or DID, as applicable. f.e DRWG S16015ENC100815 Q Q per of truss and position, as shown above and on the .Joint Details, "Mess rot otherwise' +r},I p , s Refer to drawings 160A-2 for standard plate posltloM. , A4*w, a division of ITV &Jld,g Coponents Group Inc. shall not be resposlbte for any devlo V,owAN1TwthisA`asNg, any failure to build tM truss b, —formate with ANSI/TPI 1, or for hondkg, stattatlon s bracing of trusses. s w e•....,,:,.,.+ MAX, TOT, LD. 60 PSF ti 13723? R—pom. Done A seal on this drawing or cover page listing this drowig, hAcates occeptmoe of esstonalresporwdblMysolelyforthetlepr show,. The suttotlllty and .use of t fdr4*V l}Ott. Suitei 2D0 for wy structure is the responstAlty of the llldkg Deshgrw.r per MNSLTPI 1 Sec2. e.* i, „ i 3t MAX. SPACING 24.0' 1 t Maryland,. Heights:t MOt 63043 For more Information see tMs s general notes and these web sites, TPb I;1ALPII£, www.alpineltw.conJ wwwApins t,orgSBCA, www.sbcindustry.or) ICG wwwJcesafe.org STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4 Qe ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details i and 2 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON <0.148'x3.0') NAILS OR <4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ <3) 10d COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN STRONGBACK BRIDGING ATTACHMENT attachment methods STRONGBACK BRIDGING SPACING REQUIREMENTS None required I row cat cuter of2FtoVrowsaateah 3 rows 0 at each V4 s) Sp4ce rows at IV or- ts) ATTACH TO BOT 2) #10 ALTERNATIVES z No -All scab -on blocks shalt be a minimum 2x4 stress graded lumber.' Att strongback bridging and bracing shalt be a minimum 2x6 'stress graded lumber,' ow -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. <max.) so -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point toads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). wwVARNINC#a• READ MW MUN ALL MM vt TwS DRAVM "s • w-DFOi Mr— 110* 11 nos Dmvm To ALL cOfrR 7ms DwCLMM TIC UWALLER3,= Q1 l V0 I ' T L PSF REF STRONGBACK Trusus require extrehe care in fabricating, handteg, ShOOV, Insmuing and brocep Ref `m a fail" the latest edition of 9csl ,ade,p component safety Informaaon, M TPI and saw f ; practices prior to perforring these functions. Installers shad provide tenparory W'acirp • j ; t C DL PSF DATE 10/01/14 DRWG STRBRIBR1014iks— noted otherwise, top chord shad hove property attached structurai sheate•np and bochorl BC DL PSFweshaRnaveapropertyattachedrlpdceNWLocatlonsshownforpermanentlateralrestraint shall have bracing Instatted per WSI sections 83, 97 or 810, as appgcabit. Apply pastes to of truss and position as shown above and on the Joint Detaas, unless noted otherwise. '„ to BC LL PSF Refer to draw4ys 3664-Z far standard plate positions. ' a• jj Aw oaaAN1iWCOMF9INYAlpine, a division of ITY 9uKdnp Conporents Group Inc, shalt not be tsponsbit for any devla. nd , stadatlon L bracing of trusses. this drawing, any faaur to bead the truss In conformance with ANSI/TPI L or for htorc,* 1r, a ` k' 1+ e®. ee•t' A 1 S` ee"'." TOT. LD. PSF 73723`.. Riverpon+. ofAseatonthisdra•Ypy sonat« the TAe Indicatesaby da utherof ` r•ktM er,Q+C DUR. FAC. 1.00 Drivett Suite'. 200 9or any structure is respw stlaty of the )IuA&V Deft— per ANSLTPI 1 Secz off t 4mot" O:H"01 SPACING lrlary]—dI Heghl .,, MO', 63043 For nort Information set this Job's general notes page and these web sites ALPINE, vw.a w.cOru TPL wow. st.or SSCA, w.or wwsbcindustrygiIM week—ii I'l IA 4Ai1"Yb9f$1")n1R Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SIP #2N or SPF #1/#2 or better. Webs 2x4 SIP #3, SPF #1/#2, DF-L #2 or better, Attach each valley to every supporting truss with: 2) 16d box <0,135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, 12 3X4 12 Max. 2X4 X4 8-0-0 max — 4X4 Unless specified otherwise on engineer's seated design, for vertical valley webs tatter than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: property attached, rated sheathing applied prior to valley truss installation, Or Purtins at 24' o.c, or as otherwise specified on engineer's seated design Or By valley trusses used in lieu of purtin spacing as specified on Engineer's sealed design. elxx Note that the purtin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0', Valle Spacing Pitched Cut Bottom Chord Valley oe-naitecl ss Square Cut Bottom Chord Valley 12 12 Max. F— X3 1X3 :::6-0-0l`{# 1X3 SX4 SPL <Max Spacing) 1X3 2X4 oG 9 giTIIIT a 20-0-0 (++) e area Supporting trusses at 24' c.c, maximum spacing. +' 2X4 Stubbed Valley End Detail usses O.C. omm 4X4 Optional Hip Joint Detait 2 ' 0 Partial Framing Plan sNARI lsa RGD AND F0.1.OV ALL HOTES °" Tlas >w""'"° d POtTANTse FIIRIQSH THIS DRAWRK TO ALL CONTRACTORS O7CLIlmlllfi THE DiSTALLERS, 0 '"' f VU' ' i TC`; 30 30 40PSF REF VALLEY DETAIL ffFTT1 d 11 ILJ111 1, II'IJ ILJI ,Lr AN rrw COMF W lI 13723% Rive,poni D— Suile1200 1\ Maryland+ Heights.t LAO% 63043 Trusses require extreme care in fabricating, handling, shipping, installing and bracing, Refer to fallow the latest edition of SCSI (builds g Component Safety Inforhaton, by TPI and SKA) for safe proctices prior to perforMng these functions. Installers gall provide temporory bracing per SCSI. iknless rated otherwise, top chord sholi hove properly attached structural sheathing and botton shad haw a properly attached rigid c"Ing. Locations shorn for permanent lateral restraint of shalt hive bracing installed per SCSI sections e3, 57 or e10, as applicable. Apply plates to each foci of truss and pos7t/on as shown above and on the Joint Detals, unless noted otherwise. Refer to drodrgs I aZ far standard plate position. Alpine, a divison of ITW Puking Components Grave Inc. shalt not be responsWe far any devi ti— f this drawing, any failure to build the tr,ss in conformance efth MIST/TPI 1, or for handing, shipping, Installation L brocing of trusses. A seal on this drawing or cover page Us ing this dra", bndcates acceptance of professional SSyy solely far tte design shoe^ The .W1ty and usT of Mic drawing for army strucv tie respansdUty of the BnYldrng Deslprer per Ai43/TPI 1 Secs. for pore Information see this Job's general notes page and these eb saes. ALPu, w..alpineitw.cam, TPL www.fpinstorg, secs w.wabdndustry.on„ icc'e.wxcsafe.arg a f w jig "Y. f"4., a s A 1 1D e 4 w** p /// e .4 a f ( q t,i t )''° ' 04 Alan siiwl 201k3 DL 20 C~ DL 10 LL fl T. LD. 6fl 15 10 fl 7PSF 10 PSF l PSF 57PSF DATE 10/Ol/2014 DRWG VAL160101014 55 DUR. FAC, 1.25/1.33 1,15 1.15 SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board.- 2x6 (min) #2 Southern Pine or better, Rafter spans 20'-0' or less... (A) 2x6 SP #2, SPF #I/#2, OF #2 or better 8) 2x6 SP 112, SPF #2/#2, OF #2 or better Purlins/Lateral bracing... 2x6 SPF92, HF #2, OF #2 or better Sleepers... 2x(width of rafter seat cut) SPF #3 or better 2 parallel 2x6 SPF #3 Cripples and blocking... 2x6 SPF #3 or better Truss Below... See design - Southern Pine Material RIDGE BOARD 2X6) 1/2 Height of Valley COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS SPATYPCED 24Q O. . 2 CKING (Where o sheathing GENERAL NOTES Puriins required T-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Puriins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 8, i=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS 1 TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working inward to the ridge board so that cripple locations are staggered between rows. 2' 0" O.C. (Typ) Connection Requirement Notes I I 1. 2x6 rafters to ridge 4 16d toe -nails Attachment can be made directly 2. Cripple to ridge 416d toe -nails or through plywood sheathing 3. Cripple to rafter 4 16d toe -nails by cutting a 2"x6" notch in sheathing (") 816d face -nails 4'-0" TYPICAL 4. Rafter to sleeper or blocking 516d toe -nails Rafter to two 2x6 sleepers 416d toe -nails 5. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails s O BEVEL RAFTER CUT AS REQ'D FOR PITCH 7, Ridge board to truss 416d toe -nails a. a s 8. Purlin to (Typ) 316d toe -nails 9. Truss to blocking 416d toe-naiis 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 112" SHEATHIN esigned by others) x4 (d2BLOCKING 12, Cripple to purlin 316d toe -nails pied) NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" long nailed w/ 2 -10d (0.148"0") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of crlpple with 10d j0.128"x3.0") nails at 6" D.C. "T' or scab must be 90% of cripple length. Cripplles over 10'-0' long requre two CLR's or both faces wf "T' or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafter it sleepers are not used. Install blocking under cripples If cripples fall between I ' lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NDS reqqu)remen Nails are common wire nails unless noted otherwise. 1 •'' k i (A) i(B) tte) WARNDG— RLAD NO Faun" ALL rota ON TICS HRAWDQ LL 20r 30 40 54 REF VALLEY FRAMING aaTANra• i'issdSH THIS DRAW" TO ALL CONTRACTORS INCuW4G itE WSTALLICIM irusses nqu/^e extreme can ti f•triCottrp, tsu`W`4 shlop"+e, k-"UWV and Wrack Rafer to >tS'ra fodw the latast edtbn of SCSI OiustlYV Component Saf ty Inforrwtlon, by TPI and SSGU for mf s s DI, 1{! 20 % % i iiT)'. 10/1 14 DATEpractices prior to a fte, nr,g the" fuKtvt installers snau svv - tenporory b9 .d unessnotedoe>xrr tsa, tap chord snag horn Properly attached —Ade rel sheottYng and Ootton have Locations for lateral restraht of STATE OF ' Q C DL 0 0 0 0 DRWG VACNV1801015 Q QO' fTI-- o IIOJIT\\Vvi11111if--_7, shall a properly attached r-ipW ce4Yg. shorn permnent ofhall hove and po0Inn" s per SCSI sectors V 17 or D" as apples to Apply plates to each f of Snits and positron s/w.n above and on Ms blast DetMs, v4ss noted atlwrsW. ai A 4GitzW A •I` 0R10 Bc LL 0 0 0 0 2 RrfertoOraeYVsL60A-2 for standard plait posttlons. Atpkw, a dNision of ITV SVUsng Components Group Tic. shall not be responsbW for any devlaUm from I*- . lywea.e•• AN ITWCOMPANY this draeb+0, arty Coyne to bull the tress In conformance Ath ANSI/M L or for handWg, shipprw, Installation S. I>ncirp of tr,sus, O y TOT. LD.30; 50 47 61 se ali on ehls,. ar<srV er cover vase #a'roe w.++c, •+aeaees +cceptorc. of professtrxlsi or tlr dean The this dra.Ylp L er A sfwsn s IhhsHy and use of irtici t,rrx drtiysotalyfor aM is tM rvsposWWq of tfr SWROV D sUnw' Per ANS[/iP! 1 Sec2 ptN DLJR. FAC. 1.25/1..15 3389 Leke!ranl Drew_ EatsCke-1D6 _ Far mo-e Mformatton see this job's goal notes page and these eb Wen ALPDEr alolnett— TPL vvv.tol s-L r Std"A4 ses.sbn3rdustrvnror ICD, sv.Y safean Ld/ 0 20/ L/ SPACING SEE ABQVE 30'-O, NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 IS'-R, I4'-4* TILE ROOF HANGER CHAR il= THA 422 (SIMPSON) U0 0 iU D ON A.F.F. REFER TO & PACK FOR CONNECTION. C a0 I CJ3 K-,I' TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING imd.a E" v=a ATTENTION! wen .a wwt n.to REFER TO BCSIi -B1 Tnas "I be set tw •r s vane used Ttass k M e=. ymr inas nq aot 'eUX 1As] gait gerats sets truss 1Ns w), General Notes 1) Al pmdd cbwd b-ok Ad tnw and dd gm- Mw Iet up dwd wSb P-aw yaw tt !e k"" Vwa sift W 2) Al Mpws w it 14Gdi .A- dNeww tded 9) M trove v." i 24' OG mb. oYwoiw A.& 4) F. Trove Pb motwo Bes-as newoa 4d- wmor! X-U," dwM it 0-d d a wm&— fpw" IS' D.C. maw tM tP.% w b. npadM d a mm — d W idww oxN 7-6— W.O d U. eYaWot Pb- NO. ]t ec" f. uy addu-w w" OdoiL ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL 17 PSF BCLL = a PSF BCDL 10 PSF TOTAL = 47 PSF DURATION = 1.25 % VAND SPD/TYPE- 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II NAND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON- 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 7r 4'i , -10A57—]0+«i mu mnun fines Senn nxrL crmgx,rnu and ciad hvgs ud main uicd f rrssxmg xewans iixu maees have U.av re d w rsr-s aek6xxma13G# yrnem neamcm Eat#om :bend ?irx FLOOR LOADING SCHEDULI TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSI ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 10// ARE SHOWN ON ENGIIiEERllJG. WALL KEY 9'- 4- 20'- 3/4 LOAD OESCFWTMN ML DATE nr aw taw s nr sa uw an LOAD/ OESCRIPI)ON BUT. DATE to ,. u ai vrt : nrM ru.er 01 m m a tn.en s eimip r . o aw e-ww CARPENTER CONTRACTORS OF AMERICA 39M AVENUE G N. V. WINTER HAVEN FLORIDA 338M PHONE,< 800) 959-8806 F" ( 963) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOA MODEL 2582/A CCA PROJ/MODEL/ALT 9A8/ 9A7/258SE/258MA/258TA/O2 ALT DESCMASTER SUITE 2 OTC : LOT : 224 BLOCK DESIGNER PAGE JP 12 18 10 N330232R Sl 4 "=1' THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAINING$ AND Total Truss Quantity = 189. fw- ama *,«o...s City of Sanford v- Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 - 1 8 1 0 kr4Q— 4,,?7-C7?J Project Location Address- Anastacia - :Sqg As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtained at www.florid building.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory 1. Exterior Doors Swin91,99 Sliding Sectional Roll Up AutomaticOther 2.Wina—o—ws— jpgle Hum Horizontal Slider Casement Double Hun Fixed Awning Pass Through Protected Mullions_ Wind Breaker Dual Action6ith —er Manufacturer erma Tru I Windows indsor Garage Doors I Windows 11 Windows 41 Windows Product Florida Approval# Description include decimal) tinging Ext. Door (front door) FL20461-R2 ding Ext. Door (Standard SGD) FLIS332-9 ctional Ext. Door Dbl, single F,1-15080.113 ngle Hung window FL17676.2,9,16 ame Fixed Glass FI, 18644.03 Mullions FL 18504.2 June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-R3 Storefronts Curtain Walls Wall Lauver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 UnderlaymentS Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing Modified Bitumen v Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coati! g Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1 Other Dine 2014 Category / Subcategory 5.Shutters Accordion Bahama Colonial Roll up Equipment Other S_Al q"t SkVliqhts 6_the_r_'__ 7. Structural Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Manufacturer TW Bldg Components ss Plates Product Florida Approval # include decimal) 999-R6 Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BIVIP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Code 011111-le Page I of'6 BCIS Home L.9 In tise, Reg.ltlahon Hot Tor-cs Submit Surcharge Scats & Facts pcbrcahO,,s FBC Starr BCIS Sue Map L'nks Search Product Approval M USER: llubhC Userr Ap2!Lc I Application Detail IMWI "I FL 9 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence FL20461-R3 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.col-n Vivian Wright rickw@rwbldgconsultants-COm Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F, , Evaluation Report - Flardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. iJ Validation Checklist - Hardcopy Received FL20461_R3 COI )eA(-jjnLd9P-e—Q0q-qQ--PdfL Referenced Standard and Year (of Standard) StanAard JOI/I.S.2 ASTM E330 ASTM E331 TAS 202 EqthvalQ.nCC Of Product Standards Certified By Sect ons from the Code Year 1997 2002 2000 1994 jj-NXQwtDqs.J9a49YA-XJ.- 4/12/2018 tiro/nr/rir nnn dt1.asox?varam=w( - c' Florida Building Code Online Page 2 o1'6 I Product Approval Method Method I Option D Date Submitted 1211312017 Date Validated 12/13/2017 Date Pending FBC Approval 1212112017 Date Approved 02/13/201.8 Summary of Products Go to Page FFL 4 Model, Number or Name W Description 20461.1 a. Therrna-Tru Fiber -Classic and I Smooth - Star Limits of Use Approved for use inHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber - Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b Thena- Fru Fiber -Classic and I Smooth - Star Limits of Use Approved for use inHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber - Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma- Tru Fiber -Classic and I Smooth - Star 0 4) Page I / 2 0 0Nominal6'8 " Nan -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL2046 jl_C _e L-BI jjryi5t_20461. j.p f Verified By: LyndonF. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L1=20461__ R3__AE__(!D_f!10_l _ 204jtj,_.P_ 4( Created by Independent Third Party: Yes Nominal 6'8 "Non -impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Out5wing; x0, Ox or OXO configurations) Installation Instructions Et20L _L(o Iq5L?_ CL4.6_L..2_,P_ d[f 4kj_R3 t Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 6'8 " Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20 Q5(2_0_46 U PSIf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FljZ040 ( dj R]IE _A_ _E 2O 4 6 1. a. Vd fadditionaluselimitations, installation instructions and Created by Independent Third Party: Yes product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation,) 20461.4 d. Therina-Tru Fiber -Classic and I Smooth -Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Na Design Pressure: N/A Other: See INST 20461. 4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" Part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door ( Inswing/Outswing; X configuration) Installation Instructions L t. 2045 -.A-PSI( Verified By: Lyndon F. Schmidt, P. E. 43409 Created by independent Third Party: Yes Evaluation Reports EQ046 _R3_AE Created by Independent Third Party: Yes 20461.5 e. Thernla -1 ru Fiber Classic and Nominal 7' 0 "Non - Impact" Opaque Composite Edge Smooth Star mooth-Star Fiberglass Single Door with Sidelite(s) (Inswing/ Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FK20461 R3 _11 Approved for use outside HVHZ,. Yes Verified 13y: Lyndon F. Schmidt, P.E. 43409 f1firiliqFuldiino i)ro/nr/Fir 111)1) (Ill-,ISI-)X'?Dai- aili=-wGl.'VXQwtl,)qs19a49YAgXJ... 4/12/2018 Florida Building Code Online Page ; o1' 6 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any Fl,?_Onf l f23 AE (d1 [val 20461_5.pdf additional use limitations, installation instructions and Created by Independent I hard Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 ( f. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 I g. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 20461.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 'T' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part Nominal 8'0 "Nan -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461__R3_.t _.(.gl. [nsc_20n41:_6pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL 2Q461__R 3_, A6_._(d_Eva 1204 Ei 1.O,pd f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XQ, OX or OXO configurations) Installation Instructions FL2 46 I--R3 II_(g) jnst 204f1L.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 _93 AE (d4 Eval 20,461,.7.E Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL2_Q461__R3_II jeZ_Inst 2046.1.8 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2Q461_R3 AE_._Cd.). Eval__20g61 8,pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL204611R3II _(e4_[ns[_.2W—1 9_pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2Q461__R3 A[ _(d)_Eval _20461„9 Of Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions EL2Q461 __R3___11.. (e) Inst 7061. LO_pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL204G_1__ R2_6_..j._Ev l_7Q4Q1._IO_,,pcff Created by Independent Third Party: Yes hrr.,•//.x„x,.xr itr,r;rl:ahrr lr no cro/nr/nr Sinn (ill ;itnx`i-1;1r,lilt=w(iF'..VXOwrtl_)(is.19,t49YA 4XJ... 4/12/2018 Florida BLI11ding Code Online Page 4 40 numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Smooth Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "l" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,13 M. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswifig; XX or OXXO configurations) Installation Instructions FL20461 R3__II_ e IITst_20461-_li__pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461R3 AE d _E_v_al_20461,11,ft Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461_R3_ II_[e}_ Inst_2046.1 _12,.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3_Af—id)_Eya120461,12,_pdf Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XQ, OX or OXO configurations) Installation Instructions FL2046t R3__[[ je)_-[n 620461,_I,_pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports val_2046,i,pdf Created by Independent Third Party: Yes 20461.14 n. Therma-Tru Fiber -Classic and ( Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 0. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions FL20461 _R3, [I e} Int,_20461.14.pdf Verified 6y: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2046,f, R _AE_(d)_ _v_ 1204_6_l.,_1_d.pOf Created by Independent Third Party: Yes Nominal 8'0 "Non - lot pact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FI-2 4461 R II e In t 2 46113,_p if Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 204 I,_R3 AL CJZ[v?I 20461,1S,P_f>f Created by Independent Third Party: Yes 20461.16 p. Therrna Tru Fiber -Classic and Nominal 8'0 "Non Impact Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelita s (Inswing/Outswing XX or OXXO configurations) hth r•//ar..r.,r flnri loh i) inn r nrn/rv/rvr r t rill actw`)naram—x(:j=\IXfl xlfTlnC16ia49YAOXi 4)7 7O)K Florida Building Code Online Page S of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,17 q. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Installation Instructions f t ZO46 Rl, ll_ (ej 1n t 1Q461w1_6 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F120461 R3_AE. (d) Evgl Z046_l._16,.pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Installation Instructions FL20461___R3_ [[___(g) Int_204(1,_17.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20lCzi_R3__ E (c1LEy41.20461LL17-. A Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, 0/OX or O/OXO configurations) Installation Instructions FL2Q461 R3 It _(e) Inst 20461.18.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2Q4fjj R3_AF_._.(dEv4120461.18,pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions FL20n6.1___R3., I[_-(e tnst 20461.19,,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 2,Q461 R3 AF d val ,0461.1 1f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL2_Q, 0j_R3. ft.._,(e) In_st_JQ4G1 20 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3__AE (d [yal 04(1.20,pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Srnooth-Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page = (fir`% 0 8 Page i / 2 is 0 5 off[ U5 26Q1 fa r Slone-Rg ra.Tallatias`<'rfL 373 9 1'n.Q_94L_851-4. T-Jft24 The Stale of Flonda , an AA/EFO employer_ fopyrigh Q7- O(3_4$p, of f Qy - r lcy .`iS,. ??en[ :: A59i, Zm3nt :: Rg fymy7 S atemgnl III Iry flnririahnilrlinn orv/nr/nr inn(ltl_a,,nx`n tr,im=w(il-VXOwtDnS.I9a49YALX.1... 4/12/2018 X,Usrr"rrrrrr THERMAITRUe =_= p; J: DOORS Z. Fiber -Classic & Smooth -Stara '' P ° ' > > . a 1„t z T Z O S G o n z 37.75 MAX. FRAME WIDTH m£ F m z z a COMPOSITE EDGE Xn 5 ° w n Y . L a. maa OPAQUE FIBERGLASS SINGLE DOOR i F 9 INS WING /OUTSWING ®® w NON -IMPACT' Z o a a W3d3 04 Z C! R 4Ni'i Q 2 w GENERAL NOTES P a W ® 0 0. O c a 1. This X product has been evaluated and is in compliance with the 61h Edition w a a 2017) Florida Building Code (FBC) structural requirements excluding the "High a a Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shot be beyond wall dressing or stucco. UEo{ i 3. For 2x stud froming construction, anchoring of these units shall be the some as ci o hot shown for 2x buck masonry construction. z h , tic (z a. Site conditions that deviate from the details of this drawing require further a l eng neemg analysis by a licensed engineer or registered architect. > o,Q j 5. Fiber -Classic & Smooth-Stor Door ponets require the use of "]" part numbers and muse be stained or painted within six months of installation. { o w a TABLE Of CONTENTS SHEET M I DESCRIPRON i I IQI 1 Typrca7 E.evorian3, Design Pressures & Generol Notes J of p i 2 Door Panel DetokZ S j-lot3Elevations ! Z HorizonJol &Vertical Cross Sections 12X Buck) 5 1 Horizontal & Ven col Cross Sections IIX Buck) ¢ nrz. 5/ N. 7 5 6 i HodzonJat & velCcl Cross SecllOns itNect to Masonryj scat; N.T.S. 1 veRicalCrossSecfions'ihrestwids" owc-ar JK B Buck &Rome Anchoring crx. sr; LFS f p Hordware Details - See Sheet 3 for Hardware Specifications er....c o.. 10 Comooaenk FL-2C46i.S Bill of Materials snm t or 11 LOCK DESIGN PRESSURE {PSr7 DESIGN PRESSURE {PSN CONFIGURATION HARDWARE LOCK HARDWARE INSWING OUTSWlNG POSITIVE NEGATIVE POSITIVE NEGATIVECENTERLINE x 5-7/2" latch & Deadbolt b0.0 67.0 60.0 60.0 x 12" latch s DeadboN b7.0 67.0 67.0 67.0 X N/A Mvltipoint Q,0 0,0 0,0 0.0 EXTERIOR 0.5" I I. 1 COMPOSITE HINGE STILE CAP r;:nlr_,=rn:,vrnns INTERIOR Icrvimwccacu rvvvu} 1 HORIZONTAL CROSS SECTION 2 36.0' MAX. DOOR y, PANEL WIDTH to 4 DOOR PANELBOOK 35.813" MAX. DOOR ---1 PANEL WIDTH q DOOR PANEL Hybrid Door EXTERIOR 0.406" 0.7" i E t COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) INTERIOR 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL42U7Door 2 HORIZONTAL CROSS SECTION 2 3.67 0.406" ---; TOP RAIL sCOMPOSITE/ENGINEERED WOOD) \ i r — m p O FOAM CORE POLYURETHANE 1.9 PCF MIN.) - INTERIOR EXTERIOR INTERECR EXTERIOR F BER 'LASS SKIN o (0.082' THK.j o i BOTTOM RAIL —- 1.71" — ( COMP.) r 1J1" r3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 2 2 R': 0^z3 g o 4v .` a ° c f OnnDz° U N U z Q o a 9 U c° w nt m a a oz f yajJ4 t 5126116 ILL N.T.S. By: JK t. By ! =S FL-20461.6 L 2 OF } 1 1\11111r/1j1/ Y 1 Al a.. N z 0= Z O 0 6 O n 2LJAmUN9 V D Z© c O 1 O O cW a N0 m d 4 m V LL O D? z 7 o 6 vv g J a WI i 3 3 << 1 i U C!. 4 5 6 0 a G zl; UIp b SEE HARDWARE CHART ojo I ” ` z 4' Z a c, J 2 3 4 C, z o j^In s y 1^ z DAM 5/26/75 `z Fiber-Classic/Smooth-Star Door Panel Options SCNL, N.T.S. Products approved include all embossed panel doors and 2 panel recessed panel doors. ° : JK W Similar opaque panel configurations are allowed. CHK. BY: LFS 3 Panels shown are for diusbation and ore representative ority. Danw:nc u0.. FL-20a61,6 snc s 3 or 7 7 HARDWARE TABLE MANUFACTURER MODEL KNOB: T51 SCHLAGf DEADBOIT: Bb0 KNOB: SIGNATURE SERIES KWIKSfT DfADBOLI: SIGNATURE SERIES (9B0) HOPPE MULTIPOINT:MPDGART iHERMA•TRU) 3 pi. Manual Tongue) tttttln,l,I m`? U. K Z ri: a i •' 10 B limlloomzZ V N .. Z <, p' Z 9 V maaWMee o E I LW 40 41 42 l:.J 1 4 V m, EXTERIOR INTERIOR o a 1 VERTICAL CROSS SECTION EMS. )IYR.) 0 c 5 k iCE q Shown w/ 2X Buck Outswng shown jlnswing ftRar) E 1 v a c C1VJ i pa qi zI Uia SI 0.15"C-SINK 0.15'C-SINK TYR) (TyR) I- i I i I .(2 iCL1i S 7 D hZ z 6' INTERIOR INTERIOR t i! Y EXTERIOREXTERIOR 40 41 42 27 I I!4 Ntln. 40 41 42 PALE 51261;6297 1-1/4"MIN. D.G. tn. JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION K r t_fs Q Shown w/ 2X Buck Q Shown w/ 2X Buck Outswing shown {Inswing sin9cr) Ouiswing shown (Inswing slmPar) fL-2046 7.6 sH i o i -114' EMB.;I;, .j I X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION Shown wJIXsub-buck Outswing shown (Inswing similor) EXTERIOR r'//A//,l INTERIOR 7 VERTICAL CROSS SECTION 5 Shown w/IXsvb-buck Outswing shown finsMng similar) 3 HORIZONTAL CROSS SECTION j Shown w/ IX sub -buck -- Wswing shown )Inswing smilor) n N', 3 01 z o 6 o» z n a 9 Z C zEmz m U8cw V oa oaNnO a e m aa`m w coZ J 9CW 3d MIN. TYP.) WE 5/26/16 scxE: N.T.S. O.C, By JK CH BY, LFS DR-0 n0.: FL-20467.E S.Eo 5 av t 1-IN.1/4,. M EMS, (TYP.) MAX. r MAX. EXTERIOR 1W INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION b Shown Direct to MasoM'/ b Shown Direct to Masonry Outswing only w/ 4-9/16 jamb Outswing only w/ 6-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF wJ SECURITY STRIKE = ± 55 PSF 4 INTERIOR ao as a2 INTERIOR I I i N M ! M o 1 E j I EXTERIOR j 1.114`MIN. j I.1/47MIN. r EMB. (iYP.) ^^---- EMB. PP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION $ HORIZONTAL CROSS SECTION b Shown Direct to Mason Shown Direct to Mason b Shown Direct to Masonry Outsw ng any wJ 4-9J16 jomb b Outswing only w/ 4-9J16 jamb Outswing ony w/ 6 9/l6'jamb EXTERIOR n z° nt.O oitIII Q d¢ z p _ U •• a1az0W m aLOO 6 BE maaF. y tic q A G W ICY C J a Lj C 0 o v= Qn: U Fr Z O 00 O a a 1-1/4"MIN. EMB.ITYP.) DATE 5126116 scAE: N.T.S. b HORIZONTAL CROSS SECTION rx: Jx 6 Shown Direct to Masonry cnK. : FS Outswing only w/ 6-9/ 16' jamb oxnr He No.: FL-20461.6 sneer 6 OF l i Notes: 1. Si;; ;tem #'s 17, 18, 32, 34, 35, 36. 37, 38 & 39 are attached to Jornbs w/ (3) #8 X 2-1 /7' pPn screws at each end. Siii Item #'s 16 & 33 ore attached to )ombs w/ (2) #8 X 2-1 /7' p'h screws at each end. Sill item # 15 is attached to jambs utilizing (2) # 10 X 7' pph WiS at each end. INTERIOR EXTERIOR SEE NOTE 1 1 VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR SEE NOTE I INTERIOR VERTICAL CROSS SECTION 7 Outswing Sill — INTERIOR EXTERIOR 4i 42 9 33 34 35 36 37 SEE NOTE 1 VERTICAL CROSS SECTION 7 Inswing Sig EXTERIOR SEE NOTE 1 C O m 1JJ111 111 l # N +? O n Z 1 U .. c U 2 Q Z Q Uofu Nn p oc n o fu o Z O j.W o Ja Q O 0 o O L, O U z z CO NNn Q >O O Q a al INTERIOR 1 of wTc: 5126116 Sce—, tN.LS. 6wc. BY: JK Lim. er. LFS 4 VERTICAL CROSS SECTION 7 Public Access Sill FL-20a61.6 SnEC 7 Of i I 4" PP.) HEAD & JAMBS TYP.l 2X BUCK, 50 PSF MAX T d MASONRY TYP.) 2X BUCK MASONRY fTYp) 4" (TYP,) 7 A W 9 I/ oy 4ro I 3) IT PFH WS V) z C; JAMB TO HEAD DETAIL 0 fTYPI) u cV E .OV 0 5 L 2X BUCK L BUCK j IX BUCK M DIRECT TO N MASONRYY FRAME HEAD & JAMBS am 0 FRAME ANCHORING L 5126116 N - -Ts JK BY: LFS No .0.; FL-2046 7.6 17 8 of -11 0 0 0 j IGLU &i0: SEE HINGE z6 Z= DETAIL PP.) 0 28 2X BUCK L 11 z (50 0 n ..z I X BUCK a o Z' Eo z .0 DIRECTTO ---026 K .0 3 .0 MASONRY ... SEE TONGUE26 00 0 C; E;C, 0 0 STRIKE DETAIL11 Li ..0 0 ITYP.) in b it 1z2XBUCK25 x BIJCK G C27D: R EC 7 MASONRY L'o0 0 LATCH A DEADSOLT DETAIL 0 Kw Ksel 2X BUCK L SEE LATCH T-i- IX BUCK GDEADBOLT DETAIL SEE LATCH isDEADBOO 00 -0 SEE LATCH DIRECT TO MASONRY m 2X BUCK PL, 0 0 DEADBOLTDETAIL C, .0 DETAIL 8 TONGUE STRIKE DETAIL DIRECT TO Mullipoint Lackdm e,-Smss, - MASONRY STRIKE PLATELATE o 28) 8C> 0 STRIKE JAMS STRIKE JAMB HINGE JAMB STRIKE JAMB z Latch and Deadboll Latch and Deadboft M,0boint Lock 2X BUCK z Lo L L5- 1/7 ON CENTER ITONCENTEP IX BUCK 2X BUCK DIRECT TC 6 p z MASONRY bm" M C, S IXBUCKL2XBUCK1"-030 GMASONRYQDIRECT TO 207 8B 29 C, C, G IX BUCK m DIRECT TO MASONRY LATCH & DEADBOLT DETAIL DIRECT TO 24 4% MAS LATCHDEADBOLTDETAILMMASONRYSchloge Mullipoml Lock n23 LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS M ULTIPOINT LOCK STRIKE DETAILS DAM 5126116 SCALE: N.T.S. Security Deadbolt Strike Plate) HINGE DETAIL J K 2 C. K. BY, LFS FL- 2046 7.6 SC-, 9 or 11 4.56" I- 1113DINSWING RESHOLD ZFixedSil; INSWING THRESHOLD Sil 1-316' INSWING THRESHOLD i ' T THRESHOLD 7 JnModerater;mclesvl 3 6' INSWING THRESHOLD InswingBasicFixed `6-314"S8l INSWING THRESHOLD Ftted 7 1/7'SO! 4. 56" 1- 4.56- 6 kll 0 Z3 -Iz0 2. W 0 zc; U WOOD JAMB it u z 3: I NIWING :THI R1111OL'D E C ). 8InswingCompositeAdjustable Sil CompositeI 5. 77" INSWING THRESHOLD OUTSWING THRESHOLD Z, Com osile SM z imwng Basic Composie Adjustable SM , Z , 4, 56"—1 7.59' E; 0 T— 0 3INSWING OUTSWING THRESHOLD lhf TH 1 Inswing Basic Composite Adiustob4e SDI 7-112" ..... Silj OUTSWING THRESHOLD PUBLIC ACCESS THRESHOLD Them'! Break) 1. 79- SWEEP SWEEP SWEEP o Df- 5Z26116 ScAkL N, T. S, DWI 8,1: JK CHK, By, LFS DF44MwG NO. FL- 2046 1. 81it Of MATERIALS BILL OF MATERIALS a Z n u0 zomo z n o N O Z a 9 t o a m° LGW h to O L SG p E OZ C W x o o w r Q LW N 0o o it a a 24 11 0 41 00 N CONCRETE ANCHOR NOTES: o z a t cn I. Concrete anchor locations of the comers maybe adjusted to maintain the min. edge distance to mortorjoints. o o 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors o W a may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. o a a 3. Concrete anchor table: a Z W sr n o z ryi — z wtt 5 26 16 z c scvE N.T.S. owc. EM JK c.K w: LFS WOOD SCREW INSTALLATION NOTES. 1. Maintain o minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of L-20a6 wood screws to prevent the splitting of wood. S„m 1 1 OF 1 1 REM If DESCRIPTION MATERIAL ITEM If DESCRIPTION MATERIAL A 1 X BUCK {SG >= 0.42) WOOD 25 8 x 2-1/2" PFH WOOD SCREW STEEL B 2X BUCK {SG >= 0.42} WOOD 2b 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D i /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE {STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL — 288 DEADBOLT STRIKE PLATE {SECURITY] STEEL 3I1 b" X 3-1I4" ITW CONCRETE SCREW STEEL STEEL 29 4" X 4" HINGE STEEL J 1 J4" X 3-3J4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE {TONGUE SYSTEM} ALUM/COMP L # 10 X 2-1 /T PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTlPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M b" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP3/1 N 311 b" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB {FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP {MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM(CflMP 7 WEATHERSTRIP ]LONG REACH] FOAM 3b INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP I 9 SWEEP {USE wit MODERATE CLIMATE THRESHOLD] VINYL 38 INSWING THRESHOLD ALUM/COMP 10 'SWEEP ]USE w/ PUBLIC ACCESS THRESHOLD} VINYL 39 INSWING THRESHOLD ALUM/COMP S ;PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL {BOOK) lb OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID] 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL {Ul) J 18 ANCHOR ANCHOR MIN. MlN. CLEARANCE MIN: CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY::. TO ADJACENT EDGE ANCHOR ITW 7J4" 7.7I4' 2" 4" TAPCON Florida Building Code Online Page l of") BCIS Nome 1 Log In User Registfahon Hot Topics { Submit Surcharge Slats & Pacts Publications i FBC Staff i BCIS Site Map Links Search j ba y Product Approval USER: Public user w Produc t}pprovat MEng > Product 4r A,pplicatipn ar h > 1E[?fi40 List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332-R4 Revision 2017 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m.' Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL15332_R4__Co[ FL_Q[ pdf tanda d AAMA/WDMA/CSA 101/LS.2/A440 Method 1 Option D year 2008 t ..nnn rillsisnx'niram=w(-jEVXQWII)gtII8572gvdWI... 4/11/2018 Florida Building Codc 0111111C Pagc 2 ot") Date Submitted 0811112017 Date Validated 0811312017 Date Pending FBC Approval 08/ 15/2017 Date Approved 1011012017 S!U of Products 7_:D-ssc ripfio- 1 od VFL 15332.1 SERIES 420 A , LUMINUMSGDSERIES420 NON I SGD OXO 145-3/4"x8O" NO IREINFORCEDLimitsofUseInstallationInstructionsApprovedforusein HVHZ: No FL15L3 R4 11 - 05:-005-0-0E-Pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports f Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl- 15332_-R-q-AE -51007-D—PA, PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, X0, xx 96"x80 NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL15 _132R4 AE__5_10$95D.jodf PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions EL Approved for use in HVHZ: No Approved for use outsideHVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports ELI 511Z-94-AE-A1 9 Pgf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM S 96"x96" REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX Limitsof Use Approved for use in HVHZ: No Installation Instructions FL15932 R4 11 08-02249C.f,)-df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 — 2 —TSERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCEDXXX 143"x96" REINFORCED Limits Of Use installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports L. R - A_ AE 9M(-.-Pqf fLLja3 5L PRESSURE RATINGS Created by Independent Third Party: Yes420REINFORCED 15332.6 1 SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Ej W32 R4 IL 0A-QQ49_K-L)0f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Ye,; 15332.7 SERIES 420 REINFORCED I ALUMINUM SGD Limits of Use Approved for use inHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL1_535,2-R4-jjl 0--Q9-5Q- If:,_P51f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 11 - fli- -: 11,11—:1A:.". --, All tznv?nit-, iiii---w( if-VXOwtDcitII8572civdWi... 4/11/2018 Florida Building Code Online Page i of i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 1 SERIES 430/440 ALUMINUM SGD FL 1_5332 Ft4 _nE. 510808[? OF Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL153.32-_R4_ If _08=.WO Q_2_cepdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLiS332_R4-_AE_,.10$09Dpdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F 13R4 I[000-p Approved for use outside HVHZ: Yes Verified By: Luis Roberto L-ornas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Ft. U 32 R4 At Qi1 9Of PRESSURE RATINGS Created by Independent Third Party: Yes BacJ Neat RfS :: iGQ I- it SSfz.e Rdad TAD hd.Cy,32349 Pq 84Q-4&7-1824 The State of Florida is an WEED employe, gigs rY ighl $)Q7-Q-1 } C9.2=tiSfaa :: Q!!y SY.WiCLnSf1S i tat mgp[ :: efund StatCln...IlS Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "'Pursuant toSection455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emad5 provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersona( address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MOMMHE Credit Card Safe hrt i.r..:., n,,.; as,tt;r t,<, nrrf/„t/nr nriril (Itl :isnx'naram=-wGI VXOwtDgtH8572gvdW1-.. 4/1 1/2018 NOTES: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUSREMENTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7, APPROVED IMPACT PROTECTIVE SYSTEM IS R£OUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUiRE WATER INFILTRATION RESISTANCE, OVERHANG RA710 = OVERHANG LENGTH/OVERHANG HEIGHT. 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/3` MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE WANCHORSASSHOWN iN ELEVATIONS AND ;NSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 EMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13 A L ASTENERS 70 BE CORROSION RCSi57AN7. 14. INS,ALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S iNSTA.LLAT10N INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD — MINMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MIN:IvVM COMPRESSIVE STRENGTH OF 3,192 PSI. MASONRY — STRENGTH CONFORMANCE 70 ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSi OR ALUMINUM 6063—T5 .048" THICK MINIMUM SHEET NO. i 1 NOTES 2 ELEVATION 3 — 9 NSTALLATI TABLE OF CONTENTS DESCRIPTION DETAILS REVISIONS DESCRPI*N DATE APPROVED ADDED CHARTS 03/06/126/ 2 1— REVISED PER NEW TESTING 10/15/3 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L, REVISED iNSTALLATiON DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/t7 R.L. SIGNED: 061,221,20 i 7 M! WINDOWS AND DOORS LLC R L 11110/2ji, 650 WEST MARKET STREET PA 17030 J\ •' y YNGENs S GRATZ, 1 0 51 * = SERIES430/440 XIX SGD 143" x 96" REINFORCED NOTES TATr0lF i7S ONALI \NNNN DRAWN: aac No. 08 REV E 00503GALE DATE NTS02/23/09 1 Of 9 Luis R. Lomas P.E. L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434- 688-0609 WO—$LZI l60—SP—m REVIS*NS REV DESCRIPTION DATE APPROVED 143" MAX FRAME WIDTH I A ADDED CHARTS 03/05/72 R.L. 2) ANCHORS PER LOCATION 8 REVISED PER NEW TESTING 10/15/13 SEE CHART #3 FOR 0 ADDED FLANGE ;NS7ALLA7ICNS I 12/06/13 j RL. NUMBER OF LOCATIONS REQUIRED 17" MAX D 6" MAX REVISED INSTALLATION DETAILS 08/05/15 R,L 6" MAX --( O.C. E REVISED INSTALLATION DETAILS 06f22/17 I RL. I CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED 1 SEE NOTE 9 SHEET t r 6" MAX 7" MAX O C. ( I 96" MAX E RAVE HEI I I " 1 6" MAX 1 SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS # 1 AND A7 FOR OTHER UNITS RATINGS NOTES- t. MAXIMUM PANEL SIZE: 48 112- x 95- 2 MAXtMUMD.L0,:4434'190518' HARDWARE SCHEDULE i} FLAT MOUNTED HANDLE SET (99-04-145j AT 37 3A"ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS {99-17-195) AT EACH END OF PANEL BOTTOM RAILS LUM1"Nt1M 5063-T6 REINFORCEMENT 1668) AT ALL PANEL INTERLOCKS GMINUM 6063-T5 PEINFORCEMENT {4237) INTERLOCK ADAPTOR AT iNTER1CR FACE OF OPERABLE PANEL INTERLOCK Design pressure char! (psf) Single Panel and Total Rarne Wdlh (in) Frame 30.0 36.0 42.0 47.7 kieght 90.00 108.00 126.00 143,00 Pos Meg Pos Nag Pos Meg Pos Neg 84.0 40A159m6 40.0 57.9 50.0 52.0 40A 48.0 88.0 40.0 40.0 5a.6 40.0 a8.9 40.0 45.0 92.0 40.0 a0.0. 96.0 40.0 40,0 49.0 40.0 43.7 40.0 40.0 CHART 4'2 WHERE WATER IIVFILTRA71ON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psf) Singk Penal and To1ai Frame Nhdtn (m) Frame 30.0 36.0 42.0 47.7 Heigftt 90.00 108.00 126.00 143,00 1 Pas Neg Pas Nag Pos Nag Pos Nag 84.0 600 60.0 57.9 57,9 52.0 52.0 48.0 48,0 88.0 60'0 60.0 54.6 54.6 48.9 48.9 45.0 45.0 92.0 59.6 59.6 51.7 513 46.1 46.1 42.3 42.3 96.0 56.6 56.fi 49.0 49.5 1 43.7 43.7 40.0 40.0 CHART #3 Number of anchor locations required Smg1e Panel and Total Frarre Wdtn (m) Frame 30.0 36.0 42.0 47.7 Heigh 90.0 108.0 126.0 143.0 i7) H&S Jamb H&S Jamb H&S Jamb H8S Jamb 84.0 6 6 7 6 8 6 9 5 88.0 7 6 7 6 8 6 9 6 92.0 7 fi J 6 8 6 4 5 96.0 7 6 7 6 8 fi 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED ELEVATIONS DRAWN; DWG NO. F.A. 08-00503 SCaE NTS IDATE 02/23/09 1 S"EET2 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. VC27023 a3a.688-0609 ,ilomas@tromaspeco SIGNED: 0612212017 R1I I` 7o Sj251 TA71 z I0Rt0P• ss/QNALj v, \ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 ',WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 EMBEDENT EMBEDMENT1/ 4" MA. X, SHIM SPACE 1/ 2" MIN EDGE DISTANCE EXTERIOR 11 I I 11 ;1 11 11 INTERIOR t. UbIL UIZlIANLr VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1_ INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIL, ETER AND JOINT SEALANT BY OTHERS TO SE OES/ GNED IN ACCORDANCE WITH ASTM Eli 12 10 WOOD SCREW 3E SET IN APPROVED MIN. v1ENT WOOD FRAMING OR 2X BUCK BY OTHERS RE` nS ONS R£ 4 DESCRIPTWN DATE 1101E1) A ADDED CHARTS 03/06/12 R.L- B REVISED PER NEW TESTING 10/15/13 RL. ADDED FLANGE 1NS7ALLA7}CNS 12/06/13 R.L_ D REY;SED NSTALLAT19N DETAILS O8/05/75 f R_L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/ 4" MAX. SHIM SPACE 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DwG NO. F. A. 08-00503 SCALE NTS DATE 02/23/09 1 S"EET 3 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688 0609 n+omasC'trlomaspero l SIGNED: 0622/2017 E1N O am• i' is pV NAi5l1OIJCr0,0;\v ' CZOQ• E Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS cn I u1+v1 , 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES r. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE a 1/2- MIN. EDGE DISTANCE MS OR DRILLING N DR 10 SMS OR — SELF DRILLING SCREWS TO BE SET IN 3ED OF APPROVED PIANT METAL STRUCTURE BY OTHERS 1/4" MAX, Ir SHIM SPACE INTERIOR EXTERIOR REV D£SCRjPT*N I DATE APPROVED A ADDED CHARTS G3/G6jt2 R,L. B REVISED PER NEW TESTING t0/t5/t3 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/0 , 15 R L E REVISED INSTALLATION DETAILS 06/22/t7 R.L. 5 E JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DwG NO. F.A. 08-00503 SCALE NITS DATE 02/23/09 SHEEl4 Of 9 L. ROBERTO LOMAS P.E. 1432 W'OODFORD RD LEWISVILLE, NC 27023 434-668-0809 momasC'leomasxsom SIGNED: 06,12212017 J 111 i ! 1 I10 / G E NSF , cp AT OF ccr-- i o 4l0 R10: • ONAiI\\ Luis R. Lomos P.E. FL No.: 62514 REY SN NS REy i DESCRWTK0N DATE aIpROVED 1 1 /2"' MIN. i MIN. A i ADDED CHARTS 103/Oo/12 j ft.v. SEPARATION EDGE DISTANCE g REvlSED PER NEW 1ESTING 10/i5/13 R.L j C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. I 1 1/4" MIN. 1 1/4" MIN. } 1/4" MAX I 08/05/15 Rti <° 4 ' EMBEDMENT EMBEDMENT i SHIM SPACE 0 REVISED INSTALLATION DETAILS , T 05 22 17 1 P,_w. y REVISED 1NSTALLA ION DETAILS / / CONCRETE/ I RMASONRY I A 07HERS I MIN. 11 Op ONAL DISTANCE INTERIOR X B;.0 G B,- K s J} U 4.. MAX. { I--i PIROPFRL C.1RD SHIM SPACE - .a w SEE NOTE-3 3' - Fil 3/16TAPCON ,I SHEET 1 MIN.. ON SEPARATION i t • o EXTERIOR { INTERIOR 3/ 16" TAPCON a EXTERIOR SILL TO BE SET IN , j A BED OF APPROVED , SEALANT 3/ 16" TAPCON JAMB INSTALLATION DETAIL CONCRETE/ MASONRY OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION BY OTHERS TTOCBER£PROPERLY SED MASONRY/ I SEE NOTE 3 SHEET 1 CONCRETE BY OTHERS I NOTES: 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, EMBEDMENT NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/201 7 4 tililll/ 2 7/8" IN. 1" MIN. MI Wi AND DOORS PLC \\ R• Lp'% SEPARATION EDGE DISTANCE MARKET STREET *J•'CEN 9 PA 17030 VERTICAL CROSS SECTION 0/440 XIX SGD = *' 0 61251 *' CONCRETE/ MASONRY INSTALLATION 6" REINFORCED ro , FLLATION DETAILS , TAT OF tl,: DRAWN: D. Ofi- 00503 EQNJ 10R1f. A. SCALENTS / 09 s"E`T 5 OF 9 ONIA}L11\\\X L. ROSERTO LOMAS P. E. Luis R. Lomas P.E. 1432 wooDFORD RD LEWISV1LLE, NC 27023 FL NO.: 62514 434-688U6! 79 rLbmas irzomaspe. tam OCD FRAMING OR 2X BUCK B" OTHERS io WOOD SCREW 91C WOOD FRAYING OR 2X BUCK BY OTHERS 1/2" MIN. T_F EDGE DISTANCE1 1 3JT1EBEIT"MENT MIN. MD J as 1/ 4" MAX. SHIM SPACE FXTFRIOR II II 11 I) II it INTERIOR EDGE DISiANCL VERTICAL CROSS SECTION WOOD F.RAM;NG OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOV N FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 E SET IN APPROVED MIN. AENT REVIS NS REV DESCRt?7*N DATE AP?ROVED A ADDED CHARTS 03/ 06/12 R.L. a REVISED PER NEW TESTING 10/ 15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS O6/ 05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 7 3/8" MIN. _ 1-- 1 / 4" MAX. EMBEDMENT i j` SHIM SPACE INTERIOR 1/ 2" MIN. EDGE DISTANCE II li ? JI10 WOOD ((' SCREW j EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK BY OTHERS SIGNED: 0612212017 MI WINDOWS AND DOORS LLC IL'o,, 650 WEST MARKET STREET 5ff 1 ti , GN$90% GRATZ, PA 17030 SERIES 430/ 440 XIX SGD 51 143" x 96" REINFORCED ro TAT FLANGE INSTALLATIONDETAILSDWGND. 08-00503 E i/ONAL/23/09 F. tN4TS- E sHE£ T 6OF 9 L. ROBERTO LOW.$ P.E. 1432 IYOODFORD RD LEMSVILIE,NC27023 LUIs R. Lorras FL NO.: 62514 a3<-688-O60fl rJ omas tdomaspernm METAL STRUCTURE 5Y OTHERS EXTERIOR 10 SMS OR S aRi' v.NG SCREW METAL STRUCTURE BY .,THERS 7/2" MIN. EDGE DISTANCE F 1/4" MAX. SHIM SPACE i i OR 1/2" ILLING MIN, EDGE DISTANCE j 110 SMS OR SELF DRILLING SCREWS 10 B£ SET IN I7D Of ROVED SEALANT METAL STRUCTURE BY OTHERS I 1 /2" MIN. _ji EDGE DISTANCE VERTICAL CROSS SECTION 1dETAL STRUCTURE INSTALLATION NOTES 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REYIS ONS DESCRtPTON ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DE'+AiLS 1/ 4"" MAX. F SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: Wu No, f. A, 08-00503 s E NTS °ASE 02/23/09 00 7 OF 9 L. ROBERTO LOMAS P.E. 1a32 WOODFORD RD L EWISVILLE, NC 27023 434- 688-0608 d+omastYgM7omaspe.com DATE APPROVED 03/ D6/t2 R.L. 10/ 15/13 R.L. 72/ 06/13 I R.L. 03/ 05/'.S R.L. O6/ 22/n ( R L. _ SIGNED: 06/22/207 7 L 0 E N 9iP :- is4T AT o a1JE F''c 0RIDP'G1•, IONIAIti Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. CONCRETE/ SEPARATION MASONRY By OTHERS \\\ 1" MIN, EDGE DISTANCE i . •• d 1 /4" MIN. d' d ,6• 1 EMBEDMENT C p 7 NAL , I Y R 70 PR P RLY ^— jj 1/4" MAX. SECURED j SHIM SPACE E NOTE 3 iiM, Il S T1 R 3/ 16" TAPCON EXTERIOR INTERIOR 1 1 /4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE i Ili r i 9" MIN, EDGE DISTANCE 1 INTERIOR 3' MiN. l{ 1 SEPARATION t I I i 3/ 16'. TAPCON 3/16` TAPCON — (3t R EXTERIOR I SILL TO BE SET IN ' A BED OF APPROVED ' SEALANT OPTIONAL 1 X BUCK BY OTHERS SECURED BE PR II 1 IrlgM RLY Erg I I CONCRETE/MASONRY SEECURED O3ESHEET 1 MASONRY I 1' { CONCRETE 1 BY OTHERS c -- — T1 °14 1 1/4" MIN. i EMBEDMENT 4. d G d • _ I 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETERdASONRY IPJSTALLATION REVsS ONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/O6/12 R.L. i 8 REVISED PER N£W TES7wG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 j R.L. D REVISED iNSTALLATiON DETAILS 08/05j15 k R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R_L J JAMB INSTALLATION DETAIL CONCRETEIMASONRY INS 7ALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW, Dwl NO, F.A. 08-00503 SCALE NTS DATE 02/23/09 8 OF 9 L POSERTO LOMAS P. E. t 432 WPODFORD RD LEWISVLLE. NC 27023 434- 583,0609 rRoma5@irtontasye C-1 SIGNED: 0612212017 61251 # . Ed' OTAT A- c OR10P ON1IAi Luis R. Lomas P.E. FL No.: 62514 INTERIOR TRIM ( 1 3/8" MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING 1 5/8- MIN EDGE DIST, a a TRIM 1 1/4" MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE } BY OTHERS j 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK 70 BE PROPERLY SECURED METAL STRUCTURE= i — Y BY OTHERS 3/16" D TAPCON TRIM —\ EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY'CONCRETE HOOK STRIP REVISsoNS REV DESCR#PT*N DATE A' RQu£0 A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING t0/t5/73 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R-L. D REVISED INSTALLATION DETAILS 08/05/5 it R.L. E REVISED INSTALLATION DETAILS 06/22/171 I R.L. 1 /2" MIN. EDGE DISTANCE L S10 SELF DRILLING SCREW PANEL 1/2 MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DWG No. F.A. 08-00503 SCALE NTS DATE O2/23/09 SnEET9 OF 9 L. ROBERTOLOMAS P.E. 1432WOODFORO RD LEVIISVILLE. NC27023 434-688 0609 ritomasL+rtamaspe com SIGNED: 0612212017 EIN y' 9p is 0, 61251 TAT OF \ O. REv i'F F4OR10P •'\k E Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page I of'> a b ai 6CIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Pubhcapons FBC Staff6CIS Site Map Links Seach CE. s`' Product Approval USER: Public User Pr OqtAOprovalMeng{ Prod r Ao cation $?a,, rch > ftpl ya[ion LDS > Application Detail FL # FL15080-R3 1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILfON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W INDSORDOOR. COM Authorized Signature David McMahan DMCMAHAN@WINDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 developed IOHN SCATES the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL-15080 ,R3COI <_e_rt,__gf Ind_Sates. 2017_s.pOf tandard Yeah DASMA 108 2012 DASMA 115 2012 Product Approval Method Method I Option D t... _.rr--------- )rt 4/1 1/2 Florida Building Code 0111illeZ: Page 2 of 3 Date Submitted 1210712017 Date validated 12/07/2011 Date Pending FBC Approval 12/09/2017 Date Approved 02/13/2018 Summary of Products FFL # Model, Number or Name Description 15080A RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: f 22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080,2 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ,. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 4-22.9/-26.4 Other: +22.9/-26,4 LISTED IS FOR THE 9' 0" X 7' 0 OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.3 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7101, OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15-0 -8-0.4 RESIDENTIAL PAN DOORS Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.2/-35.8 other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7- 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS t5080-5 RESIDENTIAL PAN DOORS Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42,6/-48.9 LIST ED IS FOR THE 9* 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080-6 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42,6/-48.9 LISTED 15 FOR THE 9' 0" X 7' 0" O-fFjER SIZES AND PRESSURES ARE LISTEDED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions F_L15080 R3_jjAQ6 revF qnj[jA tach 5-pO-f EL 1.5_QSQ_R II _99A075 -Loc "15011-5 -RCLI Lj5Q,- Q R3 I[ _q5p07q_jevEL s.pdf Verified BY: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports EL t _ygLR _R sp 5QEQR3PE _I: Report Res_Pan I df Created by Independent Third Party: Yes -- MODELS 724, 426, 735, 750, 755 Installation instructions ELI _ Q' 561-Fe--YFIDLA-ttacb 5--PdRf _ -- -" k- Q. R3 I1 A EL15Q80 RI if 99&7LoLklna-ll-apcff EL1500 R3 - 9-9B980 revC s. dff Verified BY: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports E1.150 0 --R3_A E Eyal. _Rg oq_gesPan r2pAf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions F0 FIB, 9A061-rf-vF lamb A-h 5 pdf FLU 0 R3 II 99A075 LockIn tall s.r)df F-L- 15-0-0_R3 IL_99BQ81ZLevC f?Af Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions No R3_ Ij-"AQ§i-revFj -rP f IFlUBQ R 3 ILaqAD_7L_L(2q ns pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports r2 -s- Pj1f Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions E 5080 R3 t FLI _ IS _29 j-revFjarritiAttaft-s-PA( E!-15- 50 P-d f FL Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLI B3 L5k 30AE 'Lyal Re_port.RgsRan Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions FEL j 59Q--Ra- II 9iMok I -rgvF jarnjb-AttaCb--5-,Pdf Ftj5Q80 -IAIII pAf 15 QqQ R3 jj 99L[3_QE 4 - reKB-5. Pidf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third NIFLY: Yes Evaluation Reports R 01) 2 s pdf p Createdby Independent Third Party: Yes 15080.7 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 1 i.i ... 4/11/2018 Florida Building, Code Online Page 3 ot' 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +2 5.S/-28.5 LISTED IS FOR THE 2.0' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Installation Instructions FLA061-f v_f_LimbAttach S.Ddf FLt5080_ R3_[C-_39A075_tocklnstall s,df FL150% R3 It _998095_reVA s_pclf Verified By: JOHN E. SCATES, RE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL1508p R3_AE Eval RgQUr ResPan r _sw df Created by Independent Third Party: Yes 15080. 8 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 It 99AOOj-cgvF JambAtta h S.pdf Approved for use outside HVHZ: Yes FL15080 R3,_II 99A0 !9,CJ ntall s Rt1f Impact Resistant: Yes FL O__ a _Ij—qq-SQ96-rev_A_5cif Design Pressure: + 37.8/-42.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +37. 8/ 42.9 LISTED IS FOR THE 8' 0" X 7' 0" Created by Independent Third Party: Yes Evaluation Re orts OTHER SIZESANDPRESSURESARELISTEDONTHEPFL15080_R3_ AE Eval Roft _ResPan_r2_-_5r-pelf DRAWINGS WINDOWSARENOTAVAILABLEFORCreatedbyIndependentThirdParty: Yes W[NDBORNEDEBRISAPPLICATIONS. Sack Ne: t C pntact US : 1Q1.-alair Sto ie RoQ, TallahaS.S..FI. 1„49Phong: 854-4.$„4_ The State of Florida is an AA/EEO employer. QWD L oht Q07 Ot"t S[,1M,of Forida- :: Priva Y Sta[m ne :. ai m n :: QgF nd tatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail tot Foridatstatutes, effectivetthe Octobere1, 2012, licenseeslicensed under Chapter 455, F.S. mue by phone orbytraditionalmail. if you have any st provide the Departmons, please contact entwithanemailraddres5ifSection455.275( t ), they have one. The emails provided may be used for official communication with the licensee. however email addresses are public record, o you do not se n supply a personal address, please provide the Department with an Chapter) 455 addressF.S. wpleaseclickmade available to the public. To determine if you are a licensee under Product Approval Accepts: Od ER M Credit• Safe security rRlc s Atl <,lzr1y 5H' AI„-=w(tT=:VXOwtDquS73Fr2ZyiPt... 4/1 I/20I8 F lorlda Building Cade 0111111C tat Top;cs SJD"It S'Ctl"V sz" tc Is Iome I'ou I') User Rc15t'ation I I d' dj VIN Product Approval orUSER; Pubac user ApOiCaU011 Detail Fl, it Application I yPe Code version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated BY Certificate of Independence Referenced Standard and Year (of Standard) Equivalence Of Product Standards Certl' ied by Sections ( mill the Code Product Approval Method FLIS080- R3 Revision 2017 Approved t i Windsor Door MFG. LLC 5800 SCOrr HAMILTON DR. LITTLE ROCK, AR 722,09 501) 570-92 1:3 DMCMAI- iAN@IWtNDSORD00R-00M David McMahan DMCMAHAN@WINDSORDOOR, C0M Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Regtsi('(Qd Ar(JI'leck Or a Licensed Florida Professional Engineer I Evaluation Report - liard"OPY Rece.vQ(l JOHN SCXT17S PE- 51737 InLertek Testing Services NA,. 1"C (4A Entity 06/ 28/2018 Kurt Dietrich PE V, Validation Checklist - *Iard(oly Receive,; loll > tof Sjta, p_(_La rcl Year DASMA 108 201i 0ASFI. A 115 201. 2 Method I ()[W011 311114/ 20 18 Florida Bililding Corte "IlIlle Date S(JtJ(n1ttC(J 121011201 1 Date Validated 1210712011 Date Pending FRC Approval 12/ 09/2017 Date Approved 02/13/2018 Summer. of Products Model, Number or Name 15080. 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 22.9/-26. 4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.2 RESIDENTIAL PAN ') DORF, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: - f22.9/-26. 4 Other: +22 . 9/-26.4 LISTED IS FOR THE 9, 0" x 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.3 RESIDENTIAL IAL PAN DOORS Limits ofUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 27/-31.2 31.2 LISTED IS FOR THE 9 Other: +27 0/ ' 0" X7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.4 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ' Yes Impact Resistant: No Design Pressure: + 31.2/-35. 8 Other: 4 31.2/-35, 8 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 1-5080'5 -- 1 RESIDENTIAL PAN DOORS Limits Of Use Approved for use in HVHZ,* No Approved for use outside HVHZ*. YeS Impact Resistant: No Design pressure: + 42.6/-48- 9 Other: -1 42.6/-48- 9 LISTED IS FOR THE 9- G" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.E RES:t-, EN- IAL- PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design pressure: 42,6/-48. 9 46.9 LISTED IS FOR TI IE 9' 0" X 7' 0" Other: 142-6/ OTHER SIZESANDPRESSURESARE LISTED ON Itic DRAWINGS Pagc 2 ot'3 Description MODELS 724, 426, 73S, 750, 755 Installation Instructions Verified By: 3OHN E. SCATES, PF FL 51731 Created by Independent Third Party: Yes Evaluation Reports BOWE s ). Bj_ AE_QyaLB ( kq-fWAD Created , by Independent Third Party: Yes MODELS 724, 426, 735, 750, 255 Installation instructions Verified BY: )OHN E. SCATES, PE FL 51737 Created by Independent Third Party; Yes Evaluation Reports E VAL PQrL Created bird Party: Yes ated by Independent T MODELS724, 426, 735, 750, 755 Installation instructions Verified By:-f5iiN E. SCATES, RE Ft. 51737 Created by independent Third Party: Yes Evaluation Reports Created '6y Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions dI Verified By: y.IlHrkAIIS, 51737 Created by independent Third Party; Yes Evaluation Reports Bgppr _RgVqn Q , pOf FLIS05Q R3 AE -.vaL CreatedbyIndependentThirdParty: Yes MODELS 724, 426, 73S, 750, 755 Installation instructions F:rttl FLIS 8-Q lf 51137 Verified By: )OHN F. SCATES, PE FL 2 Created by Independent Third Party! Yes Evaluation Reports Created by Independent Third Party. MODELS 724, 426, 735, 750, 755 Installation instructions 4 P-11, 99rXi'Q4'-'- rey0 '[ 10( Verified By: )01 IN E. SCATES, pF FL 51737 Created by independent t""d Party: yes Evaluation Reports df jk,111) 91 11,) Q3 All-,J,,al Report ReSP09 Created by independent ftwd Party Y(-",, 150 F)O 3/14/ 2018 litt I) S-.//w)'vw. flor1(kAbUI Idi jig v I oro/pr/pr _ app- dt1-,ISPX"P I C, Florida Building Code OnIllic Page 3 ol") Limits of Use installation instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Irripact Resistant: Na Verified BY: JOHN E. SCATES, PE Fl- 5173) Design Pressure: 1 25.5/-28.5 Created by Independent Third Party: YesLISTEDISFORTHE20' 0S/-?8.5 LIci " WIDE 0 Other: i 2 C LISTED ON Evaluation Reports12' 3" TALL OTHER SIZES AND PRESSURES ARE THE DRAWINGS Created by Independent Third Party: Yes RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Installation Instructions Limits of Use Approved for use in HVHZ: No FL15M9 wApprovedforu, -- pat use HVHZ.' Yes Impact Resistant: Yes Ve41ed By: JOHN E. SCATES, RE FL 51-137 Design Pressure: -37.8,1-42.9 Other: -t 37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" Created by independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTEDED ON THE Evaluation Reports DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Created by Independent Third Party: Yes llar?t r.-.-.-tl The State or I jorfl, is an MEE0 eMPlQYef CQwaVhL;&U, address released in MSPOnle to a pvbfiC,reCords,eq.W, do hot send Under Florida liw,email addresses are Ifyou do not .."t you, e-mail add any quaStlonS please contact 850.487,1395, *PuMlallt to electronic n InSLeaC, contact the -(file by Phone or by traditional mail. If you have -mail address if all to "'"S entity. r Chapter 455, F.S. most providether).p.,otmentWithane Section 45S.275(l), Statutes, effective October 1, 2012, licensees licensed undermunicatoriWiththelicensee. However email addresses are public record. If you do lot wish to theyhal-<fn all address bich can be made available to the public. To determine,( you are a licensee underSupplyapersonalad&esl, please provide the Cepartmqnt Witt, an emCh,)pte, 455. F.S.. please click t&M. Product Approval Accepts: ME a is 99 so pr-ILIj-21 Wt... 3/14/2,0 18 I)ttps://www.floi-id',IbLI11(iltl, dtl-LSP x=-w(jEVXQ\vtDqLIS73Ft _yl F GALV. STEEL "OP 9fiACKG'S GEA55"ttw!?5 A C A!"' STEEL A . i,, R=,'LEP -OLnc'R 3 o'N iS-7 Z" - L ESx 'I/1' I" 1 1":' SELI ROLLER w7/16' 01,1- S-v T19F; NYLON OR 7 SAL; S'E,-L, 7) 2- 'M7, 711E:, ' ,A S S.Lo Mi•A S'Rtws t V171 X J* S"RLWS OPTIONAL LOCK VERTCA- !RAC TR""x ' Rw>"F " S "v"H uDE: DOOR MUST B7- INSTALLED WFIN EITHER All ELECTRIC 0"70P OP A I-XX LNO QE WT" rm W--- A IS. Ez') NGa Alj X16Q X 8". C TRACKS ONOCRsSpRiscs), 3" 2DCA SEE OE` - Al AIR x AIRvENTS6o so63- 1, 9 X 8; 2 BRA CKE,S EACM SOO lYRE 3 RX KE-S EACH SIDE) SU'sAN CVRD Co"FnIAL 19 X mR mOOEL735 r 7111 20CACNo SINES - FASTENED w -H PANEL USE, END CAP 2 1' Or, 24- HrH PANEL SEE DETA;; Q; o,.r W.co cv,-Y 12, PRcPANTEO STEEL 6-0 r( PE- ' mN.. 25 CAGE ALL MODELS T 3 GAGE CW1STEEL. EXCEPT -. ST BOTTOM BRACKET 0 4 ClM3E 72 ATTACHED wTTm 2FASTENERS 5- 4! MODEL 510 . 755 BOTTOM SCRCW CAN V- ABOVE OR 20 GAGE SCLOw ROLLER, I LHL,AG SCREW- 5/ 16' X 1-1 /2. S'ffil CENTER SI' I UE TO-L.-LOC OR POP RMETED 10 PANEL, SEE 16 OAGE :ALv. ' TLEl CENTER HtNCE RES0CN7AL SECTION wc,-:) jAv"-s m7H . 5/l5- EX H,,AO SKEET MITAL SCREWS P,SF 1 "iEf, TO 8E OR GA-'V. STM. ND HINGE COMMERCIAL ATTACHED wr-li 5 FASTENERS. 14 CAPE, (SEES DETAIL C) AS4%9ZE0 STEEL STRUT. 77TACriED WrK 114' X 3/4 LONG HEX HEAD SELF DRiLUNZ SCREWS. f2) RSC 0' H w)N '7 PEN cOtAL AREA). C)PTIONAL, 1. 25' Z N- F R i-'; i--S 7 PER VERTICAL STILE) THIS STRUT ON HINGE Usc 09E EXIIRn SE' ll mu'Nr Sr Es LEAF. DETAIL & TOP LEAF V --t.Cf- ASEE 0,HEp STRUTSInmLEOFTOP & BOTTOM SECTIONS. 2.75- END S-;TE a P1 4- TAIL A 20 GAGE END STILES 3* 2EKA WOE STRUT iyi poLISTYRENE INSULATION qpTorzAl FOR MOD. 724, 73D 750, 755, 426. 22. 9 2; X\\ jlilllljjj/ x 2 2 22 3 Conti Np t),g"lally 5ioned ny Icinn E. scates, Date 2015.0414 19: 19:2' -05*00' 51737 1 31ZT VF1A,RGATE DR,,1PA2M2:3i SMTEOF 0zZ b;" 09 I ON 737! 40 NS/ 2ASIIA W5ThSTkND zw— 10 E?I*CAP USED N 8 DOOR ONLY 07-AL C X NOTE: GLAZING DOES NOT SATL5,-Y IMPACT DEBRIS REQUIREMENTS IN '5C 9 x wIrMSOR DOOR 724, 426, 730, 735, 750, 755 PART NlQME: 70LER11-CE1 4VINCLOAD RESIDENTIAL PAN, 0100' N1 8 112/ 15/1 !1 RLD 2356 13/1-0/081 R-6 c, 28 1:6 =1Fl /07J R-LB---- c- -,-I-- I,--, i A1,7 17- cd E.C.N. I DATE: APPRCV FEtSCALESOCTSCALE ZLolSc-' Lc E`-;;N B' 9H CA c'RACK N 7.D ',tO : Vq 71 T-AE*15 Cx D—W,NrPrHl 4 1/4* X 13 MiN, D—W,NrPrHl 4 1/4* X 13 MiN, 1/4- X !/2- LrcAppr,, eaT & N7EALV, STEMME R;CCN7AL ANCLE. 1/4* X 3/4* HD HEAD SELF Msz SCREW USE f2) * 11 SCqv fl SHEETACE QN T,4E WCOH7 HE DOOR. DETAIL 74( 1 rl A e) 16 X 24' 0x ..1' 5. 20 GAGE 0.0 STI,-IEF , - FASTENED W7H TO PANEL- LjSL EN, CA;C 0 STILES. ( SEE DETAIL. C) 1/" F YS''rp ' 0 41 IWIL2311 S- n' ZARO FOR YOOE 7; 5.- 21' OR 24' H10`1 PANEL ClkLV. AND PQOPXwlm S7E-% 25 CA:, E ALL MODELS EXCEPT 24 GAGE MODEL 750, 755 16 OACE GALV. STEEL s Smv78 TOP BRACKET W7TH 14 3* 20GA WIDE 8 -i 1 1 GAGE RCUER 4OLOIR 3- lscw WIDE I SEE DETAIL D. (SCE 01-AL M 2- ROLLER WITH 7/16* DIA, STEM, il6 x 7 BA" SHORT STEM x r) 10 BALL LONG -- OFT*NAL LOCK!/ 3-157RVT ON UPPER PART Or SECTON OF'R HINC5-, LEAF, (SEE DETAILGALV. STEEL ,'4 GAGE) COMMERCV- GALVANIZEC STEEL ST., 111. /AT Zrl 'JAC K 3/4HE* SCLF DRILL. N11 SCREW 2 PER VERTr- A- STU) RJl ON UPPER PART OF IIIJII ION OVER H!4GE Or'XI. 3). i-3/e* POLYSTYRENE jNSL-LAT*N OPTIONAL FOR MOD, 724, 730. 750, 755, 425. uT ON aoTTom 6WKET 13 GAGE OALV. STEEL V'Al I ' I'll'; BOTTOM, BE ASOVE SrC' lDN E3— P SECT ION A — A SDC-RRE"1fLDA`NR0LLjER. 20 CAGE DALV. STEEL CENTI'li STILE TCIC-L-1. 01': OR POP IINCIED TO PANEL, 18 (,AOE OALV, 7EEL CEN7-,-R HINGE RESIDENTIAL FAST ED NITH i'4) 1/4' X 3/4' EVE .A Ce„ v 4 TRACK 'AT- 5/16 x fiZA:, SHEI- X,11, Z, PAR'ION OJALiHS9 p 5 1AKE S N TO Etc SHOW FK T ErwlmNC7[ AU NON-DESCR P'T)V' FASTENER X 5/fi* HEX BOLTS & NUTS CA 14'-2O t Zb, X", HExHEADSHEET, METAL SCREWS N Z ld of - r sl8,7i -20,3 - 28, .2j zz t4o. 51737 ST,,T7E OF FALACATE DAL C EPRESSURES0Axoftvot'. AEEN w:7H57AN1TH 7.37 IDB A13!E T 70 AN/ DASMA112 _402- S 7ES ,, THE Rf- p N e S, F, 0 S! iL;l EC'NS-R X:10N 7-L' TT* ` A OR-,kACLASSI *'P' s 1. "RON SUN 5 R. AREA), Of MINAL, DErrR 5js-- ES LASE ONE EXTRA SEif 0,,RIL1jsSf, viW T RO TOP -, EAF OF C* STILE & RAiL X CAEE SNC STI3- ES-7 TYPCAl- CDR EACH EN* euNGE 20 CAC, Ii 2.75- E. E)C='AIL A DETAIL C 20OAwi-aE STRUT (16 X 7) 0 1 3. 75GA w..DE STRUT (' 15 X of V 0 RAS NOTE: DOOR MLST BE iNS- kLL 7 C 114-A 'NaZ6ECR;9 'gM TOR DETAIL B TRACKS ONDOORSyl- SPRING$), NOTE: GLAZING DDLES NOT SATISFY iMPACT X b D[BRIS REQUIREMEWS IN Fa, owVVMSOR DOOR552-15,'2 724, 426, 730, 7- 1S, 750, 755 JPAR7 NAME: I WINDLOAD RESIDENTIAL PAN DOOR TOLERANCEI ',NJ B 2f8:66 3/10/ 08jRLQlR'C.!"/' 2848 1 /071 S ALE E.C. N. DATE: 1 APPROV. S'!aL 'RACK 1/4X 1-1/2 r X 13 GAGE DRA-Ki T. MIN, J GALV. SrEEL v- - z - 1 - x 1-1/,. HORIZONTAL ANGLE. 71' A, 7PACK MiM 13 , rA oALV. VM TOP eRACK--1 wr: lo CuRL IS TURNED 0OWN. SEE DETAIL D. s T I — 5-,RU7 a5' BELOW CP BRACKET. 2' CAL". -'I':EI- H.ORIZZ)NTAL ' HURRICANE ROLLER VATH 7RAI- x 16 C4O'- OR 13 CA"'- D E-T A I I- D 2,7,lff DA, LONG STEM. W'SED ON TH - W[Vt, OF STEEL 10 8ALL' THE EOCR, OF-,, GNAL LOCX 63" ( is X 3. SMg CN tpM PART OF 74^ /, Is X SEE OALV. ST-,EL fl, GA-) C;OMW;RCt`L ENJ' H;N6E A-,,AZH;D 1.) E—Al L A W, H 6 FASTEN SEEZ DETAIL 8 4* X 3' AIRNSN'TS P- R PART OF (4) RrVo 'ZD S a 7pr. 'I"E STRUll L L T) 7S 7-57E-47D VT p4L' Ap S 7Mk MACED P7--pE NA"t wl. ';"': 6*'-' Or Ass a OPT* NAj S39 LASS LIGHTS I-- A 18'( DCL9LE CAR) STRul N u lo"AL o!" s7c-ln?'o';tR 4N^'F EA , ( S-E: llT ' T" N LOWER PAR' 01 pAtO EXTRA ISEJ ORMLLill, STANr,Akl; FOR gR':""'b"-Aq,:NE HUGE U,H S E' '4I)LI RAJL k U'AN- 7'5. -\ "'tv — C'A,'VA'NI7E0' STEEL ENO 2 STRUT TAC H SELF OR,' LING SCREW 2 PER VER7CAL S-,LE) 0 1 -3/ a' POLYSTYRENE 21- 0R 24* iNISULATION OPTJONA_ y GH PANI- FOR " MCI) 724 730 U SALV. AN NO "CpAEOSTEEL 25 GAGE ALL STRUT IN wDDU OF MOOELS EXCIP- 1 BOTTOM SECTkqN. 24 EZE MODE- 75". 13 GAGE OALV. S:'(E - BOTTOM BRACKET ATTACHED V- H 3 DETAIL 3 FAS7a,;ERS. BOTTOM LH, L— SCREW CAN BE ABOVE 2 OR BELOW ROLLER- SEEC710N A — A NOTE; Z ING DOES NOT SATISFY IMPACT 7 1pE& IRiS R.lQURf:)AEtr;'5 IN F5C STEEL CENTER STILE" OR PDF> quom' To PANE" aAG[ GALL STt=L CSN'IER PJNwi qESOS"rTAL FASTENED VT4 ( 4) 1/4' X 3/-' HEX HEAD SHEET METAL SCREyr, PRrSsV-,Z 1 ZEST PRESSURE W, NOTE: ALL NON-DESLRIPTNE FASTENeRS SHOWN TO BE 20.a 28 X S/S' HEY. BOLTS & NUiTS OR P 4 X 3/4- LONG HEX HEAD SHEET METAL SCREWS• TT8 B 71 - 20 1 8 1 -311 2'; DEVONEW E' 3 TO WITHSTAND THE PRESSUPFS 5- N 7-; - IST,mC 70 AN54/DASMA 1C 05. SpEZIFj' , S; 7ES IS -,MC OF "Tri':Rsl 7- OR 8 PT;ONAL LCI,V, PANEL 117 Cll), A'N) 2D CAGE END S7"'ZS7 E T A C, NOT POOR NUS 7 BE INS TA-LT-D WITH EIT'. IER AN ELEIDIR;c c'pLR.T";R OR A MLS, Esr;AGE 8,07H 01111 w14HEXTESSION IRAIIII'SONSPRINGS), P. O. BOX 89it CMLE R, CK, AR IFEWWOR D" R 72219-8^,15 w 1(5011 562 -i872 724, 426, 730, 735, 750, 755 PART NAME: W!NDI--, A:) R[SJDENT.AL PAN DDCR 12/15/ l1 12 RLB C' E'__ F map. -THEwlB A 6 6 10/0831 R 0 r-)kNC, NO 1284 1 / 071 1-8 79- SCALT-17- 107 SCALE DRN By P EV. 1 c. c. N. DATE; I ePPROV, Anr.F I BH x , -,/IC;t=WA- x! 3rAaf VN LLYZdLXT & N47; 7 etx HER.'. SELF vft2T10 TFArKAL DRACXLTS WIT" 4-20 x 5/8' 7R*CK LTS. DETAIL 0 2m 4E- 5P6, 4 1/2' nLYSIRENE W$U!.ATION 16Ck IALV 5TLEL TO,, akcxi- m-,- CA, POUER MOLDER SEE 3E7XL 0. ROLLER W71i 7/16' DK S"Oir STEW TIRE:NYLON 14 GAOE GALV, STEEL END KNG eS ATTACHED WTTH 5) SCREWS TYP. (SEE W.XL C). 2- Ww, ON M,W-N Mf&. SECTIONS. OWNI&VLALLXI" f DING SCREWS(Z pok vFflIWAL STILE) i-- z -,VA:L 0) OFT' C44AL 4, x 'D. MR VENTS LYk WIN. OPENAREA) WOFTE, DOOR WUPST 8E :NSTALLE3 CENTER 51'US h CfIrER cxu..) mTH ETHER ANC r)P ELECTRFPA70Rr.NGES(1 OR A LOCK (WQ57 ENS4" T"' TRACKS ON DDQ;r, WITH WERS?ON SpRiscs). DRILUNG SfrLrT REF. 2 SECTION I -- I I- 2' 4 `02 ALL .;AIL" 5 EXT ` ' T21 A, -DDW ' 15. 71— M' g.24 8RACK1 bo-cu m : AN et 4.c"r DR rQ7AJL A y S g, - ee ty 51737 jr sTATE OF 7 i 27 .. ORII 45co 20 GAGE END STILES D E WWINDSOR DOOR 7 5 5 yj 2848 -',- 737 R- B T 1 7 28-,() 3- 8- C7 RIL9 GATE[5 7r Ec'- LF" DY JAP-ROV- ', 'ONLEF 2' CALY. STEEL HOWZIDWAI, TPACK E ME" -Mi Or -,wQ Dook 3/4* . 1-1/2- 13C.DE MIN. GA' LV. 5'EEL -0R2QH7AL MCLE. 13 CAGE YM, I:ALV. =5,- C. Sl%j= C., _ -K a 1-t/2- LAG S. RACK 37* s,,-F CIDWLP l, I A ij 2;LT.ONGAGE DMA 2) To 11itjsrT fI , M. 0 foulp WrT4 smom STEM. F, DETAIL Ll vmcAm TOR S to aAr4 cAu, STEEL t, 10 MINGE ATTAOMED orim ! smwS sE, E oETAL C. PER - vER7;CAL STILE) L - ( IC, S 730, 0 vDo 72 755, " 26 11' 011 I l AN Z 'N7PRE- 1 DSTUL2SA Atx, 24 GA- MOO-` ti '2 N ct I NA A 0( . .. ... Avvlt FASTENEkS SHC— To BE HOJE ALL NON-DESIR)P7-E 30LIS & HUM OR EX nE o S"HWT MCAL C'AL 55aI;"r-K- 7S. SEE ABO'E foR. okATM Al SVAC 'D 71 - ODD x 1 1/2 • V imaS OTHERS A L F4 —UP— Al A7--- 1J OWCN " HIS ZRAWNG IiAV, BEZ, THE PRESSURES 1;, - 5 L4L[ ADOVt- 'VIA TO ANSI/' -ASV p 1)4c 1= 11 A 4 A. AR A O' TOP OR ALOCK EWAO1SOT14TRACKSONEXTENsr" SpRiNGS, ( s-aa X 16' A;R " C'Nis EWICP A ZVE W. ViN A' No A;LS %FS 2, 1, I A,E LNO 1 0 E- -A!, L t, EFN E<T- A SELF DRING S'I:RL. R"L,. 'Top LEAY Qc ;NO S%L. CAR AND RNL. KAL EACH ENO HiNGE NDIE oLA2;NG DOES NDT SAJSFYZPAD Ds i,RtS PEOUIREMEW IN WVMMSOR "OR I'l. Al 8115 l,D!) 5, 12 ^ E'72 MGDtLS: 724, 425, 730, 735, 75C, 755 PA"R, NWE: W!;%[) LC),[) RESIDEN'T" Al PAN DOOM C R 6 2566 3/10/ 05 R NEXT LEV7L OAT A 2548 1 1 1/07 RLS i 2/27/07 2810 3-8 07 R LS SCALE I PLOT sA; Al 1- 1 SHEE7 2 'F REV. LCA, DATE JAPPROV, NONE 6 CAC E OR 13 'A'-F D'sf' or .c C""OR STM 'RAZI A, kxo 1-/2' 'AC S`k-'A J 10 PAqLOCS UjZ cN, CAOVER '4D ST'L' SIQ MOULDINC, ",ILCD f"EP' 9* 6- a -,,PC N0,L .. 15 CAGE OV' STEEL TOP 8RACx57 M7H IA OIGI ROLLER HOLDER f•= RRA'_: ajot & tst17 7 1. ,.AJL D. 1;! sF. EXIA 11*' X lox KAD 4' A 1 '4' ST;'Uj ON UPPER PAPI Cr' CARP" ER 2' ROLLER 5ttiti 7/.6' Ou+. RE: SIEPt 10 9ALL H7 A iL 5-, Rv- Os+ uppep. PARI, OF t* LE4, ENO - 0rx oaIACMED WMH it) SEE DKTat C. Cm 0, IIPPFR PAR' OF ID FOR 715— HiGN F`Alt'4 GAL-. REPLANTED STEEL 25 CACE AL-' 0DELS EXCEPT 410CAGE 7542' T rEE* P +• ETft, CAGEC. C S, A—. AC.ED o GAGE C v, 57EEL C ;R S71LE ATI,tHED'11 R"-' S To fw"-LS. K C-.,, S7EFL TR BRA" - SEE MIDVE S C" 3y FTO * W0 JA. O, /16 X 1-1 A PRLFAMT* Of M. kj- 20 X 4• X 3/4 LQmil M' X HERO SnCt7 uiTAL 5 CM.S. T H,' ' su'qrs — T1W; -,',AN.) Ili D: Icps s ' ' "')j£ .- EN "- i ANSI/ 'Irls " -'-S7,; G, -AS- N74-- TA,&-C A;k" I '4"A L'41 ; CSC FQR S' or 'My fo1 I PER VERTICAL STILE) JRUT ON UPPER Pt.C' ssEcTcNONHWOESEE DEATA;L C. YSIMNE7 WSULAT)ON PT31`C"F 2k 730. 750, 756, 426. S7M ON soTIom EPAIW7 STEEL BOTTOM &RACKET 2 IASX& OR No, 51737 j 1— .1-20 CA WADE Su DE -TA). A) I L 75- FTAdL A DOOR MUS 6C !N W! TH cuc"R'ic OF. RATOA OR A LOCK N057 EtCAE T ,RACKS ON VtO0f',S Wl ^ EX'-4S7O` S- ftlllm). 4Z ONE EXIPA S I CRL1, 4 sc'4 'HRC"4h TOP tf.AJ' 01 'NCOE. ENC 5""iLE 4 RN y?, CAL LACN 20" CID L 0 0 DETAIL EQgf. l Ts T-7,1N11- IFEPC t77K" 7 Cc CA STIL; E NOT:. A i D ' AiL Ppd u 'X, y T722.1LE RCC I AR ww"WSOR. DOOR ,-8915 1 562-1372 26, 730, 735. 75C, 755 PART NAME VNIND! — CAD Dr 00 R RESK t fl;%LPAN5w29 tio G8j 1/07 R r" EXT LPL DAT7 2/27/07 8-- 7 L CAL 01 N DRP", BY OF 6 aH DATE JA PN. h0NC 2, zS. • xCtLM1.w.E -rll S i%-^R .+. i f,%i' k MJT7 Fc- Gn `a 1,%, x ,f , i iAf Wf, _:G% ri A cf LN T x 3a- t i3 '' SLICKSP E R .0 RRA_xEz. U rASTEN TO 'IVCOD NAN 5/ 1a” x T I v- in,..ti 'P.C,t 6OC.S0 C RACK BRACKLTS wt',i DETAIL D 1/ 4--20 x 5/0 TRACK BOL+1. s4• SEE OEf,NI E 4 A! i.. F. t , S ERAL Kf.`s EACn 5%;E t FASTENEO FOR ORaCKET '* TH R- LL =R I% SLOSP. 4' x 3/4' D HEX HEAD SELY LRt= u' geREwS. 2 PER vERT CAt. srlE? 1 STRUT JUST BE -LOW SOP f:'(iURE. 2- RO 'c E T0H 7 1.5 DMA SONG 5TEu. JJ/ SEE OETAt_ CJ ii El ENO er c sI fIC+Acj A7TA H£0 IN174 S SAB,^C. E ONE E7(TRA SE F 5) O"'_LtN' SCREW 'Haas+ TOP LEAF OF HtNOE, oN t eER END snLr s PNL PART DF SECi3O)d TMCAL EACH END NAME: STILE, S7RUT ON UPPER PART OF StC7'.0N ON . PIrE Lam- SEE GEIAII C USF LONG STEM 10 BALL ROLLCrIS. 5 CG_uu»S} B l — s r S, ifsI I z 8' NOT OCOR uL 3 STh E ' AIR VENTS YTTTN Ei)i£R AN Eh R: OPERATOR 74 ' 0. OR A yOCX (A1Lt'SS ENO,A:.t X9TAL.££ R AREA) TRACKS ON OOORS wsr:, EXTEND{'+ PtZ011 720 CAC£ ENO CAP .SRNGS). I ,- 20 CACE END S'i LES r' cEo Mr. - L$ / `C , PA*4L ND c vueREND SML`s. LH.1 SL CAS. 5) fl ? CP f t,AtN NA- c0 Ev .v 3 - 21' ri1G79 P0.ti£L. 1-3/0" POLYSTYRENE INSULATION D t` YPE NAIL MIN GA?.'J AND OPTIONAL FOP. MOODETAIL 724. 730. ofPRE. A) 4 STEEL 750. 755. 426. i 4i i . 5 .++CE'. FOR AL. WO S EX STRUT ON HOTTCM BRACKE1 2• 24 (AGC4nDF.l r 55. 20 Q4E A v s Et. 1 Gs •,:v. 5. CENffa h-A„".L--} C£t17£R S%E NOTE: CL12 N0 OOE'S NO7 SATIN F l Ai^i u cAM Cr V. BEM 90':TOM BRACKET DEBRIS REWIREME'5 IN F2C y .•r; , z: c w K (riACK E" S.rf. AFk"ht. ATTACHED WITH 2 FASTENERS BOT'iCA+ SCREWCAN3£ A8OY£ OR WOOD A+ SiN.itt % . $EiOW ROt[ER. A, xwa ,k wA5 LR -'REPARA )ON C>F J +t'%5 dT OiµP5 L,CCT i L ,„ "N . y•. E,,. PO2Sc'7!B M c 5OwMCsx¢ l= fJTO%: aA5T34cTsFa: wteOrrRs= I ? 5 No. Ir oec t 22 15/ 1' RIB Jtl! r N,NC un 3EEN D M N EI is,nNa?nE PREss u;sTrz'E 5i3iH r-3:03} ilk J Oii)'' L 284$ 71 i% / xErs— HLr,A TES-N TCAu/Js.&?33 s33-93O6___._i 28)D 3-8-07 do' r,,R SPEC-FICS9Er'FSF'f)NStR,E.+TY DF O'tERS. 3, . E.C.N. UATE APPRGV. 1 i d i a 3. 01 i DET It A DETAIL 3 P.o e x a3Ts POL74 AR SWUWINDSOR DOOR Cso 562- 1872 724,- 425. 770. 735. 750, 755 PA'2 NA aE: r rJtNJEO,.D RESIDENTIAL PAC OGOR F2 IF, 2/27/ 107 99 B :'o`) Dtzra 9'* AN 1 s t-F 71F 11 3/4' X 1-1/2" X 13"AG7 }J'„N. 7/4' X 1/2' LOW, 1 GAL4, Si EEL H„PIZONTAL ANGLE. CARRUGE BOLT G NVT 2' :ALVSTEEL HORIZONTAL6G4E, RACE USE.EX1F3JA 34* HEf to GAGE OR 3 GAGE H£x HEAD BASED ONhtE '.tixN,#' ORe_:.91G SCREW fl OF '. D31R, sF t7j f4" X 3/4 3 - Aurt S EEL SHf.£j +E•al. SCREWS. 0 W1ACKSrIFLAGPACKS3IjAnabWAi 53 $ 7 v I I N S AS _t3E0 ND U 5 cl£5. RAJ- B) f op MOULL)NO MAILED fV.RY 9' TYP 75GA. GALv. STEEL SOP BRACKET WITH 7- GA. ROLLER HOLDER. SEE OETAJ; D. J4 78GA W7 smw amT _ 3ElAW {SEE DETAIL f; PTtvNA_ Lt74E 2 ROLLER w7iN 7/16' DN. SEE DETAIL L. DNG STEM. TIRE. $ s£EL 10 BALL T4 ;, dDE Oka' STEEL END rRN^„ rf #'TACiE W_ b; SCREWS, SEE OETAL C. COMMERCIAL} S' STRUT ON LOWER PART OF SE TION III ABOVE HN F I-EAt. STRJ7 ON UPPFA PART OF SECTION O)ETAIL A ON HNGE LEAF. SEE MAIL C 3- 18OA WIDE STRUT 5TRVT ON LOWER 2' ROLLER WrH 7/16 PARTOFSECTIONLONGStEM. ABOVE HINGE LEAF, 7,RE: STEEL 10 OA;LL c"' ANGARD r:R AT - ACHE ED STEEL STRUT. AT -ACHED WITH 7/4' % 3/4' w LONG HEX HEAD SELF DFdu NG SCREWS. i 4 P R VEFiY:A. S'ILE) 7- S/8 POLYS" £WvE ielS.73; 24' HIGH PANEL GA--v.OP'IONq. FOR MOD. 724, 73f AND PREPANTED 750. 755, 426. S STEEl 2S GAGE bE NDDE S EXCU'T J 24 GAPE MODEL 75C. 755. 2 i 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WFO' J FASTENERS. B . E CA S CENTEI" A7 A,-r< A crag STTE_ CENTER STILE. AN EL$. a' ('TIQt,! A —A r` hTH TOP-I-LDC UR PPP Rft^S O YAN 15. e3 V+Ge GAL'. STEEL .RACK BRACKETS. SEE AB'n NOT_ ALL NON-DE'SCRIP FASTENERS SHOWN Tn BE fGR SP Nr FAS F.N ;O WOOD JAMBS WITH „/16' X '-'/2" t/4'-?0 X 5/8' HEY SOLIS k HUIS OR UAG ('. r_v5 & 'w""F.RS PRE.PaRaitCM OF aMB$ eY DTHEP.S. T/f X 3/4' LONG HEX HEAD SHEET AaCJAL SCREWS, a 5.2Ea+"*. S• 'Si c 22 ? t 25.0 (133.3 I—.%T „5,{ Tt : s f RA !N:; HALE BEEN CIEMCNSTRATED ." L'THSTAN,^. T,!E PRE5SURE5 N 3L FOVE VA 7rST...NG TO ANV/DASMA 108 O5. v,, _•., 3.7Y Fr S ,,-CC S.,-ES iS s ^.E R. Sppv5P3R.m` n- il73tERS. ALTERNATE USING ( 2) A 4 1 8 I i7S' iDJURLE CAR) ---'i -'- 4' % IV AIR LENT$ 4}} rim 0. U A Q' IN M 3Q3a2 L'?d.N AREA? a7P1YCNAi. O'cN CR H: CE$ 31 ..DLJN. S -}//%// A _ USE IWD EXTRA SELF RS, h SD•t£WS 'HROUGH OP90-5^M LEAFS D- AS E. END tiSTILE h RAIL c RAIL v l L DETA) L C MOTE. DEBRIS RE0 I S7REMCIN FSCGFY P E.C, N, i DATE f 7 5C;, END c CAP. -- r r -A, 3 raG1T H MUST 9 W 5TA L(` WITH EITHER AN R-CTR OPPA,GR OR A LOOK ( MUST E,N A.,_ By H TRACK$ ON DOORS WiT'. LY,:•': SPR WGS). P G. pox $ 9 W VUNDS011 v It 722 } _52 7 b << 724, -425, 730, 735, 750, 755 PAR' AsdE: 900" Wi'~LCAD RESipEPANU- ;s'AL W2 sATE: I ON", NO 2/27/07 — atzN.Ry iy >,. IF3 - j ut b 13 GACE MIN.. f NORIONIA "LE. f7; j r2" a.LV S"EEL HORIZONTAL TRACK i4 j#} 1 S6 OACC OW 19 C,A-Z 1 OF 7 ON n vtCiCAii St fl.T uC;At. SOACW3 i+ ILY. ST RACM S if t*G .PA' KIT, EAST[ N' O H,("0 DyI.LiNi iGxZAi wB x-^ i' 6' x • -' /zuG scaE++s AIL v i j+ jSUNO"D FG`R END STILES - r'.t57ENfD HDD£: 735 H Tc)c- LCIS .0 PMCL, JFR FND STILES, A S P tit M..L Cv'ER" B.. N„ 4 1l.. A`F.= 6ay!NN i 1 i i 2• AND L 25 F ALL S+ st2S E,E. MODELS E7(CEPi 8 A C+-,v, STEEL LEN:E: W'tG'- nS- cNGRS. =Ra3ENTVL} 4 . 75 MCOEL 7505.;. 70 , A" S. i BPA_ K"S SEE ABO+C T6' 7 s GNG. iA O. w00 AMBS xrI•H Slt6' x S-+: 2" SCC'?ION A —A G S_.x 1YS ! W S.ERS. PR£PARATI01 C;:..,W?S FASTS 30 BE 5ii' " Att E ta4 E. ALL NGN._ SGRSPTN£ V7S O 2Ox5/8' HEx BOtiN'S R t/4 x 31,' LOn, HIX HEAD SHEF.' MEEAL SCR£vtS. 39,0 — 43.7; kr t Ov`•, N ;; »IuG ,{A Bl N b -sow tEK NS A -G 0 V17HST.Nv . ARCS ki vRE3 iTy,p F t3 f .; `i i. l Pr°NAsgnat L i pet v , SatA.:. 3d? ..?E. .. a:T.S : T":.f ?ca. „N53r_ ;. ?r• erzrs+c aax der :.;'aamn j nndoaa- a:aavacf.An aaAA. 3 DADE f,ALV, $!M TOP BWKET 47. 10 GAG£ ROLLER HOLDER ROTE N" ROX UI >O.DER cI'R- ' S TURNED DOixx, SEE DC. I, D BE1GX. f r' 1' )"A Witt STRUT ON LOWER PART OF SECTIONABOVEHINGESEE :RTML A) LEAF, 6 I r H.URR1tiJ. NE ROULER WrTH SEE Cr°_'A-- C S b' DLA. LONG SiF4. RE: STEEL t0 BALL 5 tiU' ON LIPPE,N PART Of 1,O- To, ON MINCE LCAf. SEE DETA. STR.:T ON LOWER PART OE SEO' TION ABOVE H114E Ta C. AO:: C aY• STEEL ENO HINGE (COMMERCIAL) . ATTACHED 'AKIN (6) 5CBEw5. SEE DETAIL C 3" STRLrT ON LONER PART O s; c ON AE n NCE l I 2.75' — 1 U*iiii A STRLa ON 1,PPLR PART OF IFC110N ON HINGE LEAF. SEE D£ TNL C, 1' •HGA WIDE STRUT GV_VMA2ETR D 5; LSAA ;yYFD VRTH A x 1/4 LONG HEx H: A., StSf 2 PER scREws f1 CR YERf',CA. 3/A Pr7lYS'. 1T7ENE 24SIU A10N O.iO±aA. 9R 4GD. 724, 7w. 750 755, 425. S".RUI ON BOTTOM BRACxET, GAL-1 STEEL BOTTOM ORACK0 roTN 2 FAS' TENERS. SIM JZ OF Aky i Or HURRfCAN£ RDLlERS j. ycLEngin STEL) a' (DOUBLECAP) 4- X }a AR VENTS 3G2K IS N AREA) OPTIONAL USE IWO E)( TPA SELF DRILLING SCRfk THROUOI' MNG£. END STILE AS S»7. TN."_.. DE- - INEITE: Ua50RCOU0. ECT SpTjN PEiCSFY PALT GATE JAPPROV ALTERNATE COWSTRUCIlRr ii I Gr f'Gr+Ai f / `fK /! 7 . ONC PAvUEL EMBOSS I I ' f j OP' sAtul I=JCx A DENTER NINO£ S {; GOLt;MNsj EraD S';LES Jj ^ 13GA END CAP. ND .DoR avi' T qZ IN$•ALLL WTri 6f*+i_ R %s C'RiC OP RATCR R A LOCK / NL5 MCA'" B H RACK5 ON _<;oRt WRn EX7:1S:^+ 5PrSNOS). l f ! P. O. 30x 8G15 t DII SOR 1000 LIr LE eoc" AR 7zzty—n 's62 MODELS: 724, 425, 730, 735, 750, 755 PAP,7 NAME' wiND G n' 1 rt ``u:r Mi A, PAS DaR w2 3 OR -eey Pale 1 of 5 Florida Buildi'11--1 Code OnIllic BcIs Home Log In User Req.stlat-Oii Not Topics Submit Su'cha'ge stats. &Facts publ'cauo- FBC staff 6CIS site Mao Links Search brProduct Approval USER: Public Use, I FL # TIOINI Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified BY Product Approval Method FL17676-R6 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Cornmission if necessary. MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@riiiwd.com Brent Sitlinger bsitlinger@riiiwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PF qj Validation Checklist - liardcopY Received 5tAndwA AAMA/WDMA/CSA jol/t.S.2/A440 Method 1 Option A Date Submitted 08/23/2017 Date Validated 08/30/2017 Date Pending FBC Approval 09/09/2017 Oate Approved 11',Illl=--W(-jl;vXQwtl)qvl7GYZs , r/.FR Year 2008 4/11 /20 18 Florida Building Code Online Page 2 of Summary of Products FL # _ Model, Number or Name 17676.1 3540 Sri Limits of Use w Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 1.7676.2 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-SO Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.3 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.4 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.5 1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Description 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL1.7676_.R6__C_ C1\C_AP4L11355)C7327,p1 109_47__L,pc_if Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions EIJ76Z R6 II Install - 3540 SH 36 x74 Fin.Pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: v 36x84 Fin Frame Certification Agency Certificate FL17676 R6 SAC F3540 Fin.36x$4.ndf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL1T676_R6 lI Install - 3540 6H Fin 3604.1? f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate Ff 1767-— Rf A AP A 4 1. f Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions FL17676 R6 11 jnstall - 354 _SH Fin 4 x6 `.gdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate EF 1 _VAC__-APC-3<LQ Fin 4416"d—f Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions 1`11767_._R6 [I__ [n"t 4„335AQ.5-H Fin 44x63pdfVerifiedBy: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: m 44x72 Fin Frame Certification Agency Certificate FL1767fi.__RCACAI?C_3`z4,p Fin 44x72._l df Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 Rfi_-.I.l [ngtall_,-3540 S_H Fin A4x72,,pctf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL1767F_R6 C __CAC._APCj10816)C737n 01 IQy 4T 6clf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17 76 R6 Ir tncrau - 354Q 5H Fin 44x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: j., ... 4/11/2018 Florida Building Code Omine Page 45 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676.88 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +3S/-50 Other: LC-PG35 Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate FL17676__R6_C CAC APC 3',0_Fin S2x81_pclf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL1767 i_.R6 II Ft17676_Rl_..II Install 3_ 4Q_5H Fin sixsnp4f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate F_L17676 R6 C__CAC APC 3540 FLS,36x74.pt1f Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL17676 R6 IFQ-8A 2B 7.Pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R AE 1148 12552•pclf Created by Independent Third Party: Yes 36x84 Finless Frame3540Sfi Certification Agency Certificate 7AC AP 35_40 FI_ 6 dfrruseinHVHZ: NoFL17rApproveddQuality Assurance Contract Expiration DateuseoutsideHVHZ: Yes istant: No07/27/2020 sure: +40/ 50 Installation Instructions FL17 76 R6 [ 8 01 72 51198 pdf Other: LC PG40 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17 76 6A —5119 35-4QF_LS x684,pdI Created by Independent Third Party: Yes 17676.10 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676.11 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: 1-35/-35 Other: R-PG35 44x72 Finless Frame Certification Agency Certificate 17 766R6CSCAPnjQF1_5 44x7 .pd_f Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL17fi76 R6_[I__08-01247Q 1" f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676.- R6_,Af51184.QQ -1Z47,Fdf Created by independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate FL17676 R._c_ a aP 4O 5 4$t pf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL1676 R6_[[_0801371811df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1T676 26_AE 5114£38Q 137 df Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate Ft--,1767G_R6__C-_6AC_AC3540 FLS_52x621Lclf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FLI.7-41_G.__R6__I-__$-02260A 1;2,pclf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 1.1 ... 4/11/2018 Florida Building Code Online Page 4 45Z7 17676-13 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +30/-30 Other: R.-PG30 t7676.14 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 17676. t5 13540 SH Limits of Use Approved far use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04, 17676-16 13540 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.17 13540 Twin Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +35/-40 Other: R-PG35 FL17676 R6, AE- 5I 30J5A-?,?6-9,Pd1f Created by Independent Third Party: Yes 52x72 Finless Frame Certification Agency Certificate 1-109-4 . ..... I 3-pdf FL - L 15-j 0 Quality Assurance Contract Expiration Date 04/ 12/2022 Installation instructions FL17676 R6 11 08-422_70AA3-,pdf Verified — By: Luis R Lomas PE PE -62514 Created by independent Third Party: Yes Evaluation Reports FLI, 5-O01M-22.7"d-f Created by Independent Third Party: Yes 52x84 Finless Frame Certification Agency Certificate F117676 R6 C CAC APC Quality Assurance Contract Expiration Date 05/ 26/2020 Installation Instructions Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports U 7AE _U21ALI_5 ofj i_52&"! ELLZ& I5 —-_ I Created by Independent Third Party:Yes 48x72 Fin Frame Certification Agency Certificate tL17676- R6_Q-CAf; APC-&Z-72A&L01f Quality Assurance Contract Expiration Date 07/ 20/2019 Installation Instructions FL17676 R6 I—IInstal_LILgructs 49 As Lested"fif Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10804 Fin Frame Triple CHS Certification Agency Certificate 9 1 p JqI317 -7 7-1-1--W FL17676 _ RA, IL -IL Quality Assurance Contract Expiration Date 04/12/ 2022 Installation Instructions FL17676 Verified BY: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x71 Finless Frame Certification Agency Certificate 1-_l - 47 -,RQ 1549 ELI Z-67§--B&-K-6N 5H.pof Quality Assurance Contract Expiration Date 11/03/ 2020 Installation Instructions 299,7 :- AT1C-t10E-QllP_P9f FLI 767- Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Eiji] F-----, l t;.o 92 E S RO aMEU2 kg DjLa _Q,,O -9g7 1k24 The State of Florida is an AA/EEO CMPIOYel, r._qp_yMjjt response to a pohl'C"'Co'd, 'eouest, (10 not send o(je, Flo. ida la, eu,a,l ad0nesse, ale P-bl-c lec-1115 If You do not "ant You, e-roa if arld'ess released in please cooticT 850,4S7 1395 pullapt to elllctloluc MailtothisentityI,Stea(j, cootaCt the OfhCe Oy phone Or Uy traditional oaf, if you have any queSt*-, I I--- .,-- Ail ... 4/11/ 2019 Florida Building Code Qnlinc Page5of5 Section A55.275(1 ), Florida Statutes, eKective October 1, 2012, hCeple", licensed under Chapter 455, P.S. "lost Provide the Depa tment with an email address dtheyhaveone. The entails provided maY be used fOr Official COminuo Karon —th the IiCenSee. However e,nd,i ad Dresses are public eCOrd- If y0 do not wish " supply a personal address, please provide the Department with ' el"ar1455rFS5.W please Cl bk prg. availatrie to [he public- To detelrnine it you are d licensee under Product Approval Accepts: rm h LO-11 E Credit Card Safe smuritram r:t-:vx(lwtT7c vt"GYLs rl IZ... 4/11/201 8 ELEVATION 36" 2" typ. }.._ 1 8' o. c I i 2' tyPtyp 1 1 8" o.c. max. a'*kCL£ARANCE ALL FOUR SIDES> C 'NAIL fiN' IS A GENERIC TERM WHICHunn-Tl mr. it ANAF'. HEAD DETAIL 1.r Ir.Inca FLASHII BY DTHE' Anchor See Section Det IZE HEADER AS NEEDED CAULK UNDER NAILING FIN EtLUK PERIMETER BEFORE FASTENING. Min Edge 7/16" SHIM AS REOI RED DRYWALL 6 X 1-5/8' SCREW (SHOWN WITH I SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #82133-01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the cir infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes $Moller than shown, locate fasteners 2" from comers and no more than 8' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHARTFASTENERTYPEANDSPACINGSHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNitS UP TO 36 x 84" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) SHEATHING vnF .M.R. 12-14-09 Min Edge 7/16" INSTALLATION INSTRUCTIONS _ FIN-- wre FASTENER SCHEDULE cn«wr trtt = Mj ter. auT JAMB DETAIL 3540 Single Hung NONE 1 OF 1 Windows & Doors 3540-3240 SH FIN — Gratz, PA L_ A,,'' - Tc) M S_E MAX, i= Y SERIES 35 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING ` IMPACT RATING 40.01-50.OPSF NONE F Cr:i1VH5 THE fF^,u C. 2, 'ACOD CG1 1 ,N. ' M' CN ' l y{ E L ERL° 7ER L- LC'- OPEN - IS _ 3EaPC^+5;3 { F ?1i AR„HL t f R- ix ASO c, P ! A tus' t . ME'wJBRA E S L' S COAT SIR-Ss RCDO SHCiWJ H ? V , l J _d :, -Ci, . ,7)^. WOOD BANE !.A F 1A X i 3 Y t SASH slhi n 41 J5! tl MEETING RAILSS MJS 5 F f MUST HE -AZEC 8} >ti'FRn'.(Q aTAt,l SCRtNE DEBP,S RE ON RFC 17iE' C c C+ s' kA r t C a L S'M1W ta..Rc SFAC STACK TO 8E 1/4 30) FOP. AN H PN N I C .. LFhGTH To J 5/8" MiN MUM, EDGE C"TAN CCATE .N:l'N>)RS AS S i ..N NSTA: SLA 4N ;E A LS 1 CR ANC} OpiiCT E TJ r ..:CCk 2x ..,E r., .. S{U1FFFIC;ENT L; NGTH ACr+ J A ; 1 C NAIN N 1 Si eS RATE. LOC'AiE ANCHORS •..: 5 v 42 I`I E L' SJ i 1 t tJ 1; .._ DETA!LS. 12) ALL, 'ASHNL36 10 BE NSTALLATON ANtCHO S L:. kN R,a L N r aP t; 1 I>x.1N ii Ai, JR r'S `v rs. A it Y a.. t .c ah: v5;, ZJ !N. SJ3STRNTIS L_ SS T u _ m" JJ ECIF LIE.Lv'M MN } f M > Ft R CN c 4E - WN;YJV C C. MASONRY -. c PE C,771 )N ;PAS .0 !C hSPJ C-9'3 C vKEf T ER. SIGNED: 1012112011 D, Mlv, NWS DOORS C? ti1RiSl i ti y GENs s' GRANTZ. PAAR7030-037KET SERIES 3540 clti! ESS PVC SINGLE HJNG VEND 7W o 67 REINFORCED - ti (r ACT 30" x 84 STcELnELE`/ A"ION, ANCHCRiNv -NuCU, AN NC-'ES v sr, iATc O 4 i Qom• . . '4. 40R10P. 08- 01372 i/SIQN AL VL. N' S 0/77/': 0r by "i!F 2 X 2 CK A VAX, I: P,v 70 PF SE N A ZiED !-)F APPROVED EXTERIOR k ..0 1222 INTERIOR VERTICAL CROSS SECTION 1 , 2X SUCK'WOOD FRAMING INSTALLATION 2X BLC:. I100u FRA a LdG BY u TiHERS. 2x EFU',:K g PRoRL'Y SEcl-RE", i 4 i, I INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 2X SUCKWOOD FRAMING WSTALLATION MI WINDOWS AN650 WESTSTREET, f, 95; GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW Qr51STEEL REINFORCED — NON—]MPACT 36" X 84/iNSTAI 4TATLA. ION3ETASLSw F 0R10A.\ rxufir:. o r.(: Nc. F Sd Y. L. 08-01372 tG V>> iiXJaNAL+}>>> NTS , a 10/17/11 2 OF 3 S X 8:CK PY x B. ! 8E SEC 3 SAFE! EXTERIOR E HE F A:- ?t 7,`:K BY PF E OiC 3 INTERIOR a r VERTICAL CROSS SECTION MASONRYICONCRETE 7NSTALLATiON DESUn:rittiH y INTERIOR EXTERIOR HORIZONTAL CROSS SECTION MASONRY/GGNCR£FE INSTALLATION CLA.." Y. Dy OT{cHS WINDOWS AND DOORS 111I o,,,. 9p650ET ENg' RANTZSTPAA1RKET7D30S0370FSERIESFINLESSPVCSINGLEHUNGWINDOW0FORC£D - NON -IMPACT 38" X 84 INSTALLATION DETAILS t3T' M OF mumr Q, • WW1 9`tiQ;• XGX Y.L. oa-"ot32 Jc0 ONRA1L a NTS 11"'3 0/1 3OF ELEVATION 2" typ IVQ M-Oxl 2" typ. 2 " mal x. a I A--'A"CLEARANCE ALL FOUR SIDES) SHEATHING Min Edge Distance J9" JAMB DETAIL NAIL FIN" IS A GENERIC TERM WHICH MEANS "MOUNTING FLANGE". rMnT Tn AF CONFUSED WITH "1 /2" HEAD DETAIL o.,c.r. -, /nca ntASHli 9Y OTH£ r Anchor See Section Details) Exr«+a Min Edge A" SILL DETAIL SIZE HEADER AS NEEDED sulk under ENTIRE erimeter of failing fin before fastening. IM AS QUIRED DRYWALL a- _ _ HOWN WITH 1/2" SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . Notes: 1. Installation depicted Dosed off of structural test report B C7327.01-109-47. 2. Wood screws shall satify the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations ore assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design foods. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown end the design pressure claimed. For window sizes smaller than shown, locote fasteners approx. 2" from comers and no more than 12" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 74" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) M1 Windows & Doors Grain, PA mrn CA,- m lure V. M . R . 8-20- 09 INSTALLATION INSTRUCTIONS I— FASTENER SCHEDULE — 3540 Single Hung NONE I 1nNjContinuousHeadandSili40SHSHCSH Florida Building Code 0111inc Page I ofZ:I staff BCIS Sae Map Unks Search BCJS Home Log In User , Req.SLIJU-Hot Topers Submit Su(Charge Slats & Facts Publications i FK. d brida UP% Product ApprovalbrUSER: Public User Application Detail FL # Op"M Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Plione/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date [,ending FB( Approval Date Approved FL18644-R2 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@(niwd-com Brent Sitlinger bsitlinger@miwd-com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, RE J Validation Checklist - Hardcopy Received Stand "r AAMA/WDMA/CSA 101/1.S, 2/A440 AAMA/WDMA/CSA 101/1.S. 2/A440 Method i Option A 12/31/2017 12/31/2017 01/04/2018 Y901 2005 2008 VlD(-lIlIGtLi5bCXKs 4/1 1/201 8 C'lorida I3uildin,Code Online Page 2 of") ummar f of Products FL # Model, Number or Name 18644.1 13500 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: FW-LC50 18644.2 13500 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: LC-PG35 18644.3 13500 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: LC-PG50 18644.4 13500 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-60 Other: LC-PG50 Negative DP=-60 Description 81x63 Fin Frame Certification Agency Certificate FL1 4 R2 AC M. Window00_PW f391 2f4_C 81xu--Pdf Quality Assurance Contract Expiration Date 04/30/2021 Installation Instructions F 18_F4n _R2 II 08 02?1 Ddf Verified 6y: Luis R. LOmiaS PE-62514 Created by Independent Third Party: Yes Evaluation Reports f L 1864n _ R 2 _.AES t3,6 iQ ladf Created by Independent Third Party: Yes 81x63 Finless Framer Certification Agency Certificate FL186.4fR2_4_CAC APC_D321QO1.109=47-RO_35Q0FXD Ll li_182 2Ld_f Quality Assurance Contract Expiration Date 11/18/2022 Installation Instructions FL18§44 R2 [I Qa-0Z-81$paf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1186n4 R2_ AE_Sl fi_10_pdf Created by Independent Third Party: Yes 60x96 ' J__—._.r___ Certification Agency Certificate FltH6_4n- jRZ_C_CAC APC_ F191Q,01_pdf Quality Assurance Contract Expiration Date 10/08/2020 Installation Instructions F 18644 R2 [[ 08-02 58.pdf Verified 6y: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2_AE_S_136fi6 F191.0_.28S8,Pdf Created by Independent Third Party: Yes 96x60 Certification Agency Certificate FL14644R2_C_CF1C._M[ Windows __SOQ_f WQ9102 96x60,pdf Quality Assurance Contract Expiration Date 04/30/2021 Installation Instructions FL18 444 R2 11 08-0 859. f Verified By: Luis R Lamas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL 18644_, _R 2,__AE__S 13067,pdf Created by Independent Third Party: Yes Back Next n yceL4Z JS. tiF-n':-4I 1196- TheStale of Florida is an AA/EEO employer. Gpy3.i Q47=. 3- 5 of Flgricli_ f :.SY_5-ti emcnAcc s. i it i[Y-.[amn Under Honda law, email addresses are public records. If you do not want your e-ma I address released in response to apublic- records request do not send eleetfpnic mailtothisentity. Instead, contact the office by phone or by traditional mail if you have any quest -a is, please contact 850.487.13 5. 'Pursuant to to theySection One, 11' he email provided may effectivee usedfUr Official t ommun catiolicensees n with the licensee, however email addresses atre pubhctrecord, 'o you do ice address e un f Supply a personal address, please provide the Department with an er aa04 ddrFss.wplease click ade available to the public. 'fo determine it you are a licensee under Chapter Product Approval Accepts: MIT *A 001 F 4/11/ 2018 Florida Building Code Online Pa-)e 3 of 3 Credit Carol a% t, :x oih('XRs... 4/11/2018 S PROD., S-OWN HEREIN !S DESIGNED AND MANUFACTURED TO COMPLY WITH nPFCJ'.NEVENT> OF THE F,..O?D 5 1'_D!NG CODE. 2, ,,,,CD FRAMING AND MASONRY OPENING T, SE DESIGNED AND ANCHORED TO PROPERLY RA , S R : - LOACUS TO STRJ ,TURE. RAWNG AND MASONRY 0°EN4NG IS THE RES}-CNS,8'_1 Y OF :HE. ARC.TECT CR ENGINEER OF RECORD. A 'L`:K / "? VAAR /.C'^ RIS H r T, ea F g)K C<N S IS SS THAN /2 A`NPOb4 JN17S VUSI BF c ORE R HTHE rRAIV It, A,_CCP3ANCE W 7H MANJ. ACTLR_R'S P,;3USHED I, SiRJC.ICNS. Ai PARS SHA-L BE SEURE_7 FASTENED D.RECILY INTO SvJRY - NCRE E OR OTHER STRUCTURAL SI' STRATE MATERIAL aD i ..CK OR R T K FIUCK CHALLP'_ SECl RELY a N=T Aaa NR v R E On ;.R R C JR S RSTRAT7_ fiv.YN „N,TS MA't AC£., , DANCE Ni H f f,C I .2'S Ju S! 4 L d N O..5 .. P X 6„CK S w T USED J:SSi K A_„ FAGS SE , ? TED 1PP G COATING K MF-VRPp F, cF ;C'v C' .,,..,T hi, OR MFM.,F N SREFPON 7hUT" ,>,F R CR En RcC GC r< Ex t ' J .: F FRAY 0R 5 ': AS 5" y0R S aN ,I r i RIS P +' n_ SAS: .F „ 4., D I_._ .. (?., A L!. `' l D ANG 1":;` i..;M MAIF2HLti ANC j;JcKNLSS p«p ,. PdC .R CAL~rJ.F CtiS. BF t I vcC J , S J._ ? '.1.Q t>_.. F( .. QiJOJt T i.i NStiD BORNE Of R4iAN NG iHhGU;;H r ;wY:_ iN V00i FRA4IN3 i?R 2X BUCK ',iSE p8 VV, t;=vts * i 1 /4' MIN0,AJM EMBEDMENI YNTC C^, F _' EvRi'CNS AND i,.S A_LAT:ON DETAILS. TABLE OF CONTENTS SHEET N0. 1 DESCRIPTION ELEVATIONS 7 ! NSTA. ,_ A)1O.N DETAILS REVi$fpn5 DCSCRaPTtOta i . 15. FOR Ai41,HORING THROUGH FRAME INTO F,IASONRY/USE `E 3/'S H CONS 7SUFFICIENTLENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBEDMENT NTH 2 1/ 2" MINIMUM EDGE DISTANCE- LOCATE ANCHORS AS SHd N iN £LEVAilONS AND INSTALLATION DETAILS, 16, FOR ANCHORING THROUGH FRAM h,r lACIAL STRU TLKE USL its o SCREWS WITH SJ-FiCiENT LENGTH ,G ACHIF'AE 3 THR DS VN M%4 REYO STR,C .,RE INTERIOR WALL. LOCA'E AtNCHCRS AS SHCYiN I13 £S._, f'F`ALS 7. ALL AST£NERS YTO 8, ORROSION R. ST°N 8 iNS A, U` ION ANCHORS S P L HE NSTALLED IN ACCC E 0 R MANU ACTURER S INSTAL A ON IT R CT IONS AND ANC „ p N S ' N SUBSTRATES WIH STRFNGfHS ° HAN THE MitiiM U Sfil,,N,;TH ,,Rr.. BE.C> A. WOOD -%?! NIMJM SEC C GR b iY ; C 2 B r`r"v Pt-c t11ti:UUM S Tr 1, ,I e d2 a v C MASON' . ly rENC i C ;_L<U v fi FA 90 ME;AL I CK Af1t. MiM _ i T 3 i AP S 4, H._ PRO D „ R - 0 r y Gc A Pc ; J1 K ASHVBtY Gat' SHAf NOT EXCEFD -N CR18E0 rYFNSl0NS A.°FP IN S-i T 2, SHAPES ARE NCi7 1 A t . °E S;O',NN H n % T5-- > 5.Op,.-S. O A9 35 r rr T a ,a R,p, z ti,>PvM 54 E R A R S AND Jt' J 7H. S SIGNED: 0211112016 MI WINDOWS AND DOORS S'1RIiI,,/ 6GRATZSPA y, k9' p 17030-0370T OWNS 61SERIES3500PICTURE WINDOW60" X 96" NON — IMPACT fl K CO?y a NOTESQ STAToru+.a: 08-02858 S70NAL N. G. sc cNTS ° 02/ O^^</36 t OF 6 lA1/lll(iii \\ EXTERIOR a l.(yy t r APPROVED SHIM SPACE y8 WOOD SCRcbY EXTERIOR INTERIOR SILL TO BE SET rABEDO'r APPROVED SEALANT BACKER ROD 4" MAX. APPROVED SHIIA SPACE t METAL STRUCTURE BY OTHERr VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 7, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 5 '8 MIN Sr'ht >>ACE LA SMS OR SELF DRIL'_ING SCREWS INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 4' ?MN_ IB* DvE^l i 1 _ EDGE DISTANCE 8 WOCiD SCRE'+w' 4000 FRAMING OR 2X BUCK BY OTHERS S;LI To BE SET N A BED OF APPROVED SEALANT RrwStOttS j ,r 7f SPACE i INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION t/4" MAX S`il.:J SPACE 1/4" MAX. 1 SHIM SFAC.E 1 INTERIOR 5/8" WN. EDvc DISTANCE 8 S''IS OR SELF DRILLING SCREWS LEI META! STRUCTURE BY OTHERS--- ` BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURc' iN$TALLAT7ON SIGNED: 02/1112016 MI WINDOWS AND DOORS R Itlp 6GRATZ,WEST MARKET PA i030 50370STREET OENS 9s SERIES 3500 PICTURE WINDOW 60" X 96" NON-IMPACTEFINLESSINSTALLATIONDETAILSTAT OF i" ou rr NO 08-02858 c FS;[pR10;•'\. S'IflNA F N N.G. aLr NTS oATe 02/02/16 3 OF 6 neVRpvEDDATE 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY 1 1/4- MIN. BY OTHERS j EMBEGN.NTNR 1/4" MIN. OPlIONAL IX BUCK 114" MAX SHIM SPACE I,, B OMENTNOES 3 - 7 X s _ET S 7 H Z7 - 6" 1APCON INTERIOR i7 _ 1 2 112" EXTERIOR INTERIOR EDGE N, c BACKER Rvc EXTERIOR SEALAN li':- - 1k:_t/ 7 MAX, K S lv SPACE JAMB INSTALLATION DETAILT!r CONCRETE194SONRY INS IALLA) IVY Lc NOTES: 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0211112016 650 Ml WINDOWS AND DOORS N\ S 9 L 0 ENS VERTICAL CROSS SECTION WET MAKET . CONCRETE'MASONRYINSTALLA7iL)fv GRATZ, SPA 17R030-S0370TREET SERIES 3500 PICTURE WINDOW 0 60- X 96" NON -IMPACT FINLESS INSTALLATION DETAILS 0 Fl IQ - OR— Pvrc no. N. G. 08-02858 ////FIONA, l/11111110 Scxc NTS O-A'11E02/02/16 4 OF 6 7/15" MMIN EDGE DSTFn'C_ ate: METAL aBE NT RUC` r BY OTHERS SEA ANT AFC 1 / a" MAX, v SI'.v' ^PACE EXTERIOR 3 WOOD STREW' EXTERIOR INTERIOR SILL TO 'DE S,FI N A HD OF APPROVED SEALANT BACKER MAX & APPR: HIM SPACE SEA STRU By 0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALLA TION NOTES t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY- 2- PERIMETER AND JOINT SEALANT BY OTHERS TO Be DESIGNED 1N ACCORDANCE WITH ASTM E2112 8- MIN EDGE DISTANCE MAX, SHIM SPACE R, sians Y N I . MIAX_ I INTERIOR f 7% 16" Mirk f EDGE DISTANCE I I1 t8 WOOD 8 SMS OR SCREW SELF DRILLING SCREWS VvOCD FRAMING INTERIOR OR 2x BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 5 EXTERIOR BACKER ROD APPROVED SEALANT 51L_ TO BE SET JAMB INSTALLATION DETAIL IN A 6ED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT I 1 f 4 MAX. MA%. _- SE : M SPACE1 fASHIM SPACE I INTERIOR 5/8- MIN. EDGE DISTANCE 8 SMS OR _l SELF DRILLING SCREWS METAL — STRUCTURE 6Y 7HERS SACKER ROD EXTERIOR APPROVED ---__- SEALA' v JAMB INSTALLATION DETAIL METAL STRUCTURE LL INSTAATIONSIGNED: 02/1 112016 MI WINDOWS AND DOORS XV\1t1R11lLoJ// 6GRATZ$PA 17030 ENSF? S 5MRKET 0370T SERIES 3500PICTUREWINDOW 0 51 60" X 96" NON - IMPACT 9'€ FLANGE INSTALLATION DETAILS Apo,. TAT OF btu` 0R1DQ; •'': N.G. 08- 02858 scuE NTS -Tl 02/ 02/16 __ 'H OF 6 III 2 ;12" MiN DGE DISTANCE 1 f4" M,N4 EMBEDMENT X CK - ROD pRovEU / -,}i r Si4.1M SPACE EXTERIOR 3/t6" TAPCON INTERIOR t i0 BE SE7 N A BED OF PACKER R^r, - i i 1 APPROVED SEA -ANT r AIAP 'tii r 4 MAX, SHIM p3r B U H R<, \ a 4 4 { VERTICAL CROSS SECTION CONCRETE IIISONRY INSTALLATION CONCRETE/MASONRY BY OTHERS OPTIONAL IX SUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE jI R£VSrONi 1 1 /4" MIN. EMBEDMENT 1/4" MAX, S S:-ilv S?ACE INTERIOR dr+CKr D EXTERIORtPOD AI-F . D S-ALAN JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Ml WiNDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WiNDOW 60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS G: hrik. ^.W.;'o y 05-028sa scan NTS care 02/02/16 '-=' 6 OF 6 ATE SIGNED: 02/1112016 R. 1G1EIN y fr o SP6611 t 9TTATT OF Florida Building Code Online Page I of KIS Horne l Log In User Registration Hot Topics 4 Submit Surcharge Stars & Facts P.011CM10115 FB(: Staff i BC'S Site Map i Links Search a V' ApprovalOProductdlb,,,%r USER:USEPublic User Pr_ pAg,A jp%,,j,n arch> Application Detail FL18504- R2 FL # Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinoer@miwd - coin Authorized Signature Brent Sitlinger bsitlinger@nriwd, com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Nante who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Flardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 5l; Aqdard AAMA 450 Product Approval Method method I Option D xfm 2010 I I . I 11 1 — . — "n / 11 inl/ 11 11. f ICII A / I I /') t) 1 (11 Florida Building Code Online Pale 2 of Date Submitted 09/23/2011 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 summary of Products FL # Model, Number or Name Description M-1926 Horizontal Mullion Single, Twin or Triple with 18504.1 M-1926 Horizontal Mullion Transom Installation Instructions Limits of Use FLF$504- R2 R O8 014556AdfApprovedforuseinHVHZ: No Verified By: Luis R Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to FLI8504 R2 A,EL-.51 Q79—B-Pdf Created by Independent Third Party: Yes Wind Zone 3 i J -- 18504.2 JM-1926 Vertical Mullion 1 M-1926 Vertical Mullion Installation Instructions Limits of Use Approved for use in HVHZ: No FLL8504 R2 R O8-Of445B Qdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind ce§ Created by Independent -B-Q0 Party: Yes Zone 3. J __-- 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions Limits of Use F 18504_ R2 ll 08:01834a. 1 dfApprovedforuseinHVHZ: No Verified By: Luis R. Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum span - 120", Impact resistant up to Wind FLL8504 R2 AE 51-pdf Created by Independent Third Party: Yes Zane 3. m 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion _ m Installation Instructions Limits of Use FL18.Q4 R2 II 08-A1833ti-1LdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Created by Independent 51 520D irdfParty: Yes Zone 3. 18504.5 J M-2300 Horizontal Mullion M_2300 Horizontal Mullion, Single or Twin with Transom Installation Instructions Limits of Use F118504,_R2_[[_8 Q19Q7A.pdf Approved for use in HVHZ: No Verified By: Luis R. Lomas, PE PE-62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 120", Impact resistant up to Wind E-18`A4 _ P AA .aZ&jZ Created by Independent Third Party: Yes Zone 3. 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Installation Instructions Limits of Use FE18504,_9Z 1 08-Q1909--QdfApprovedforuseinHVHZ: No Verified By: Luis R, Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind F1-18504 R AE .12.fOlE.pdf Created by Independent Third Party: Yes Zone 3. 18504.7 M 2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Installation Instructions Limits of Use Approved for use in HVHZ: No A-8FL4R7._tt 08-02834,pdf Verified By: Luis R Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 120", impact Resistant up to Wind FL 8504Created i R Independent Thirdrd Party: YesZone3. Back Nezt Florida Building Code Online Page i of S4nS S =: 260i 61air srone Road T_._allaha FL 09 Ptlgl!s_ 8 4 7-ts a The State of Florida is an WEED employer. n h 2907-?Ot S[a$g.,Qf FI n ;[g_mgn 2Y aL_ rItt := R f n P p Svsx ss Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a Rubliarecords request, do not send electronic mail la this entity. instead, contact the office by phone or by traditional mail. If you have any Questions, please contact 850.487. 1395. "Pursuant tonsedunderChapter5, F.S. must provide the1y haveone,Fema a provided may be uStes, effectiveDedoorofficialalr1,tcommun cat on withthe censee. However email addres es are hepublictrecord. inent 'Iftyou do not See addressan emailifsupply a personal address, please provide the Department with Chapters address F.swhichcan click "ladeavailableto the public To detenn ne if you are a licensee under Product Approval AA cce pts: t IM curilpa'iis1cs' 11. cIIrfl__.. I-N—"(10 L'')tl1/.. Ii1(`n 4/1 1171119 NIRDUVP ' Alt!-P<7 A P K 7 7 GRA7Z, PA 1703C, 926 N T V 12 I I POSER TO LOMAS P.E. 7432 WOODFORD RD LEWISIALLE, NC 27023 434-686-0609 C" SIGNED: 10/1712017 s P. JM III/,,/ Lo lam'' TAT OF z ONAL span )In) 18.13 25.50 36.00 41.04 48A0 52. 13 25.00 120.0 ' 12001 120.0 1200 1 zo c' 120.0 j 37.38 120 0 20,0 120-0 120-0 1200. 120.0 49.63 1, 20.0 98.3 81.2 76.9 75 2 75-; 62,00 96.4 F 73.6 58.4 53.7 50.7 49.4 65.63 90.2 68.6 539 49.3 46.3 44.8 72.00 8-10 61.2 47.6 43.2 40.1 38,5 84.00 62.1 45.0 33.1 29.1 26.3 29.9 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE 7v1ULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 318" AS SHOWN HEREIN. span lin) 18.13 125.50 136.00 142.00 48.00 52.13 25.00 120.0 1 120.01 120,01 120 0 1zo c 120.0 37,38 120.0 120. 0 120.0 120.0 120.0 120. 0 49.63 120-0 9012 85.4 1 83.5 83.4 62.00 07.1 81.8 64.8 59.7 56.3 54.8 65.63 100.2 76.2 59.9 54.5 51.4 49.8 72.00 90.0 68.0 52.8 48.0 44.0 42.0 84.00 62.1 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE a 1926 RTt t(itU.J 84 m v SPAN h>. vUPAT ON'S ..'v_ vP(. L. a. 08 G1 445 t? S J1/i1/17 UI' 4 ROSERTO LOMAS P-E. 1432 WOODFORD RD LEWISVILL E. NC 27023 434- 668-0609 rdD-$,PW-iaSp Cam SIGNED: 1011712017 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION py W '4lHDG"Y'Y'S AND DOOD'S, PLC 650 41jF T MAET STPEE' Z, 3 r; SPAN N TALL4,`,'N 4 5 L. POSEPTOLOMASPE 1432WOOOFORDPOLEWISV) LLE,NC27023 434 688 0609 -71 SIGNED: 1011712017 rJorida Building Code Online Pai,e I of 2 Deis Nome r Log In , User Registration Hot Top.cs ! Submit Surcharge bProduct Approval USER: Public user i StaL$ & Facts Pubhcabons FBC Staff : BC15 Ste Map Links Sewch 1 prgic,, gpRroygl Menu > ProQucl or Apy.gtion Sga ch > A—PP.3t.9-n Lust > ARPlitation Detail apoxgk, FL !t Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration [late Validated By FL16544-R3 Affirmation 2017 Approved Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407)509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomas@Irlomaspe. corn Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE-62514 07/30/2023 Steven M. urich, PE Validation Checklist - Hardcopy Received Certificate of [ndependence [11654 93 CQ_fLCQI_Pdf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(5) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A II _—.--- 11..In/ 1tt,.. it/I I0hIR ttlorida Building Code Online Page 2 42 Product Approval Method Date Submitted Date Validated Date Pending FaC Approval Date Approved FL # odel, Number 1. orName 16544.1 tMAlpha Aluminum Solid & Vented Aluminum Soffit/ CMU & wood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE RATINGS. FL16544_R3 CQC__FL1654=F23_CQMP.pclf Method 1 option D 01/12/2018 01/12/2018 01/14/2018 Description Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & wood Installation Instructions FL16 _ R3 __Qa-021 P% pdf Verified BY: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL 544 R3 AE 512914A.[df Created by Independent Third Party: Yes Back Neat ZCtn -BlaPh9- 4$7-24 The State of Florida is an AA/EFO employer. C„ggyroht 2947-ZOl't Staff FI ri :: P?SY.?mSnt :: A i ili n :: Rgfund tat ment Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone Or by traditional mail. if you have any questions, please contact $50.4$7.1395. `Pursuant to al licensed under F.S. laddress f Section s$ Ila Statutes, effective communication thelicensee. Howeveemail addresses are public record. if you do not shto they have one. 0m) provided be ufor supply a personal address, please provide the Department with Chap[erl4S5 FS Wplease click made available to the public To determine if you are a licensee under Product Approval Accepts: Sect"ritvmt- TItIC:i I I k"fA.. 1%- 4/ 1 1 /20 8 3 23/32 17/32" V32" 7 3/32 7/8 j 16" ALUMINUM SOFFIT- SOLID AND VENTED 3105 H26 ALUMINUM .012- THICK VENTED VERSION VENTED AREA: 20,25 IN^/LINEAR FOOT DES,'GN PRESSURE RATING ( IMPACT RATING 54.2PSF NONE WHEN INSTALLED IN 12-OVERHANG DESIGN PRESSURE RATING ` IMPACT RATING t38.4PSF NONE WHEN INSTALLED IN 16.OVERHANG DESIGN PRESSURE RATING 1 IMPACT RATING 31.1 PSF NONE WHEN INSTALLED IN 24' OVERHANG TABLE OF CONTENTS SHEET NO. DESCRIPTION I PP,O=iLES AND NOTES 2 - 3 INSTALLATION DETAILS AND COMPONENTS P,Y.lQhS apt£ I SFt+CJEC REVISED DUI, ENSIONS AND MATERIAL GRAOEI ti/1_'. 14 I..i_ NOTES' - 1. THE PRODUCT 5110?IN HEREIN IS DESIGNED AND MANUFAi;TURED TO C M- Y '>s^ate REOU R taENTS OF THE FLORIDA BLILDINC CODE 2, wODD - RAMiNG AND MA° ONRY OPENING -r 3E ESh AN A HOR = " TRANS R AL LOADS TO SIR.;CTURE FRAM'v AND 7 R NRY JRE'I l RES" 0159=1_ OR -H Ap H,TEC OR EN ER C R RC 3 ALLOINABLE STRESS .NCREASE OF 1/3 WAS N0 . US U DES 3v O SHC* N HERE N. Y,'IND LOAD DURATION Fa sUR = 6 'NAs S_D CALC) L,ATICNS R V YATFRIAL, `;0+1R7.-LEC FM AL L v l 2^; r'R AN'-HCRi NG INTO J OC? FRAM, NG OR 2X RUCK ST, .. NAILS ! TH 1/4 HEAD D,AMETE2, 3/4'X1 /4 WN OR 3/8 7 ./8 S`^+ RvFE T TAILS A.. 8, C, AN:)FOR 7 U VU` MBEJMEN r v , SPA R ANC! HORiNG INTO .ASONRY/ ONCRE-E „SE . 3' ! v.< L _S REFER TO CETAlL C FOR YflN1M d E"M8EDti1 7 ALl ASTENERS TO BE CORROS ON RESISTANT, ANCHORS SHALL BE iNSIALLEN, , Rr+,,,RS SNAr: MA. D. CTJA R S ,NSTAL .ATiON iNSTRUC7 ONS A 114 SUBS Rr.TES w;7H STREN„ HS LESS THAN Shir. L.w SiR T.G ' S .,__0 A. 'WOOD - tJ, N' JUM SPECIFIC GRAJ:.Y C C.42 8, CONCRETE - MINIMUM COMPRESSIVE S R N Th! OF 3.192 PSI. T .IeA;iLl<j C. MASONRY - STRENGTH CONFORMANCE O AS M C-9C. G! Dc N, -YPE ' SIGNED: 1211112014 ALPHA ALUMINUM INC. 1ik LIoM i 1710 PREMIER ROWJE ' • 9 v N e'. c1' ORLANDO, FL 3280916" ALUMINUM SOFf1T ro¢` PROFILES AND NOTES 4.4TAT OfW - i.0 F pA Rev i jF;. ORl .G,\ DRAWN, arrc Nc. A ii 0NAt1tw` V. L. SIEV scanNTS °"" 0$/ 05/ 13 F3 BILL OF MATERIALS I NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 ISOFFIT ALPHA ALUMINUM INC JALUMINUM3105-H28 2 JFCHANNEL JALPHA ALUMINUM INC JALUMINUM3105-H28 1.E B'JiiD'.ti BY OrHEPS SSE_ 1 C f 12" OVERHANG ---" 12"_OVERHANG INSTALLATION DETAIL L F CHANNEL 3104-H28 ALUMINUM 012' THICK FRAME PUi LDING BY OTHERS 5 E ? — SEE SEE — D TAIL E — pETA!LS DE7A1L E SHEET 3 A. B AND C SHEET 3 i SHEET 3 6- OVERHANG 16" OVERHANG INSTALLATION DETAIL REUSsOk$ GESCRIC'ION DAIL PYV C'/EJ DIVENS16NS AND MATERIAL GRADE,. /13/14 R RAVE f l D H; DC EXTERIOR 1X FJRR PG STRIP cEE pEETa!S i Dori A B AND C St -.EFT SHEET 3 SEE ZT D SHEET I 2" MAX C,C 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC, 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS fRAwM; i,,G V) V.L. 08-02193 _ NTS CATE 08/05/13 $E'2 OF 3 SIGNED: 1211112014 S\ 1Rt I I1 9C+ENSF ,Lp 0M5iTATEOF ;,w,1 R v % p' F• r(0RI'Dt • A isSlONA1.11 7 AINTED SS NAIL HEAD CAVE7ER CCATED 24" MAX C.0 MIN I EDGE DISTANCE DETAIL A Vi,1 F CHANNEL AND NAILS 3/4"XI/4" CROWN STAPLES LOCA7E-, 24" VA)( O.C. N -DIAMOND PA77ERII WOOD FRAMING INSTALLATION W,'F CHANNEL AND STAPLES V -N! L T Al OR STUB NAIL 09 r ", U;Al,', E- I R LOCATED 24" MAX 0 C. DETAIL C ICJ MASONRYICONCPETE INSTALLATION W, F CHANNEL AND NAILS 24*OVERHANG 3/8'. 3E-wEEN S7A,-,i_ES 8" BETWEEN S 7 A F" L E S DETAIL F STAPLE DIAMOND PATTERN REMISED DVV ENSIONS AtID MA-RIAL GIRADE, '11/13/14 tR FASCIA 1. P V., 3/4" -R)t .1 PA'NED SS NAIL 1,141114 HEAD DIAMETER PER PANEL 3/4"XI/4" CROWN STAPLE it 8, x 1/4- FASCIA L;' 3/8- E GE DISTANCE OCJED 24" DETAIL E V OOD FRAMING INSTALLATION FASCIA SIDE ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 116" ALUMINUM SOFFIT INSTALLATION DETAILS AWN am, V, L. 08-02198 s E NTS C"TE 08/05/13 S'El 3 OF 3 SIGNED: 12,'1112014 E N 0 TTAA 0 F- 0 N Sheila Williams From: Orlando Customer Care Sent: Thursday, January 18, 2018 11:15 PM To: Orlando Customer Care Subject: Warranty Request — marilyn holmes First Name: rnarilyn Last Name: holmes Address: 12820 CYPRESS SWAMP DRIVE City: ORLANDO State: FL Zip: 32824 Home Phone: 9545516920 Cell Phone: 9545516920 Email Address: arts I bbq(grnailxorn Hornesite Number: 110 Community Name: SAWGRASS Original Owner: Yes Closing Month: February Closing Year: 2017 Issue 1: CRACKS IN EXTERIOR Issue 2: FRONT DOOR TRIM NEEDS REPLACING Issue 3: LOWER CONCRETE FRAME OF GARAGE DOOR HAS LARGE GAPS THAT ALLOWS PEST INSIDE Issue 4: KITCHEN FAUCET WILL NOT SPRING BACK IN Issue 5: KITCHEN CABINETS TRIM LOOSE AND GAPS Issue 6: A/C UNIT IS VERY LOUD Issue 7: ELECTRICAL OUTLET IN KITCHEN DOES NOT WORK Issue 8: MASTER BATH TOILET NOT ENOUGH WATER TO FLUSH PROPERLY Issue 9: Issue 10: Issue 11: Issue 12: Division ID: Sheila Williams From: Orlando Customer Care Sent: Wednesday, February 21, 2018 123 PM To: Orlando Customer Care Subject: Warranty Request — marilyn holmes First Name: marilyn Last Name: hoh-nes Address: 12820 CYPRESS SWAMI' DRIVF City: ORLANDO State: FL Zip: 32824 Home Phone: 9545516920 Cell Phone: 9545516920 Email Address: arts I bbq@gm ail.com Homesite Number: 110 Community Name: SAWGRASS Original Owner: Yes Closing Month: February Closing Year: 2017 Issue 1: please refer to numerous previous warranty request. Not completed Issue 2: 1 year walk-ttiru not done Issue 3: scratches on gust bath tub Issue 4: Issue 5: Issue 6: Issue 7: Issue 8: Issue 9: Issue 10: Issue 11: Issue 12: Division ID: Florida Building Code Online Page I of 2 C Staff BCIS $ICE Map Links Search HCIS Horne Log In User Registration i lot Topics Submit Surcharge Stats & Facts ; Publications F6i i ri frK CT Product Approval P r 10USER: Public user Pr duApgrOva Menu > ProOuct or_nplicat,earch > Ap 5.gt4.ry t > Application Detail RM FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Narne who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5444- R13 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 rrtark. d.harner@saint-gobain.com Mark Harner mark. d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Niernmen PE- 59166 UL LLC 03/ 09/2020 John W. Knezevich, PE 41 Validation Checklist - Hardcopy Received FL54_ 44_ R1___CO[ 2018 O1__CO[._N[EM[NEN.pdf Referenced Standard and Year (of Standard) StAkrIdArd ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Year 2016 2010 2011 Sections from the Code Florida Building Cocle Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 S FL # I Model, Number or Name I Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No EL5441 R13 n,_2018 01„FINAL ER CERTAINTEED ASPHALT Approved for use outside HVHZ: Yes 5H[NQLF5 FL 444-R13.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_R13 Ak_ 2018._Q1 FINAL ER CE{2TAINT_E, D_ASPij L.T SHINGL 'Es FL5444 R13_pdf Created by Independent Third Party: Yes d Ct O1 1 ,_ ne R a T I laha,5cgg F Q t'.h-85_Q_ 71 .21 The State of Florida is an AA/EEO employer. g,gQytioht 2007-Z01 late of Florida :: Prlvacv Statement :: Acce —h [at mgnt :: R,fy,nd, td3ement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395-'Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4S5, F.S., please click hgrg_. Product Approval Accepts: Ciedit Card Safe ccuritymy RICE NEMO I etc. Certificate of Authorization #32455UN353ChristianStreet, Unit 413 Oxford, CT 06478 203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT_ CertainTeed Corporation Evaluation Report j5t.u.u rc w FL5444-R13 20 Moores Road Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 14: 01/24/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. 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 "NEMOletc. Evaluated" may be displayed in advertising literature. 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 13 Prepared by: Robert J.M. Nieminen, P.E. P The facsimile seal appearing was authorised by Robert Florida Registration No. 59166, Florida DCA ANE1983 IFS '^ Niemmen. P.E. on 01/24/2018, This does not serve as an eleetron,cally signed document CERTIFICATIONOF INDEPENDENCE: 1. NEMO I etc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc. 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 which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO Ietc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ONEMOletc. ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6`h Edition 2017) 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.S, R90S.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 OS/24/2004 UL (TST 1740j ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL(TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & 03462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/201S UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D71S8 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Evaluation Report 3532.09.05-1114 NEMO ETC, LLC Certificate o/Authorimtron N32455 6EDITION ( I '" 2017 FBC NON-HVHZ EVALUATION F1.5444-1113CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 2 of 13 ONEMOletc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Arcadia'", Belmont`, Belmont` IR, Carriage House Shangle®, Grand Manor Shanglel, Landmark'" Landmark" IR, Landmark" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake'", Presidential Shake" IR, Presidential Shake TL'" and Presidential Solaris" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras", Highland Slate'" and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hi &Rid a Shin les: 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge'", Cedar Crest", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStartl Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All 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 Vao = 150 mph (V,,I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Va,d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. SAA 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. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authowatrc>n #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 3 of 13 ONEMOletc. 5AA.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential SolariS') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasa = 150 mph (Vvtt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. Fastening: Use four nails, located as shown below Max 3' 76 mm) 1 38-3/4` (984 mm) 1" (25 mm) from edge V (25 mm) from edge The inner two fasteners must be placed such that they fall at least X (76 mm) from the end joints of the shingle in the succeeding course. t 7-5/8' 1194 mm) L Evaluation Report 3532.09.05-R14 NEMO ETC, LLC F1.5444-1113 Certrffcote of Authorization #32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 page 4 of 13 6.5.1 6.5.1.1 LOW AND STANDARD Mrt ENGLISH 12" 1? 12 305mm)- (3051nn)- *- (305nm) I" (25 mm) Sealaal 1" (25 mm) L— __- 5 5le" (145 mm) 5 r F2 for Norwood Plae? T, L—L—J— METRIC Se Figure 11-$: Use four natls for -3ryfrtU sbtngle. ONEMOletc. STEEP SLOPE Use four nails and six spots of asphalt roofing cement- for every full shingle ( Figure 11.4). Asphalt roofing cement meeting ASTM D4536 Type It is suggested. ing Cemanf Apply 1"(25 mm) spots of asphalt roafing cement under each kb corner. Figure 11-4: Useforin nails tatd stir spots ofaspba/1 oetuent on sleep slopoc CAUTION: Excessive use of roofing cement Carl cause shingles to blister, Hip & Ridge for CT20`"" XTT"' 25 XT 330 XT 30 IR: Cut Shingles RemoverM Ci u 11 Iltl — _ V12„ Cap_. Cap 305mm) ShingleShingle '_ AIL Figure 1 / -24: cut tabs, then tron back to make carp sbMSW Brtglisb dirrumsions shown). Figure I1-2 : lnstaUlon q(MPs atOM Jibe UP$ and 64%, For ASTM D3161, Class F performance use BASF "SonolasticO NP1T"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE Use SfX nails for every hull shingle located aS sho-m heloty. Nail tow nail Nail Lw , NEMO ETC, LLC Certificate o1 Authorizotior) #32455 25 mmt 1'r25 gin) -- Figure 2: Use six nails far erer) ,firll slrirxgk>. STEEP SLOPE Lise SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown helow. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting A51'M I) 4580 Type 11 is suggested. t- 1' (2S man) i`f2; mar} •, +— t 1— Ftmrtx 3: t se six rror7s atrA fvru" spots of asphalt mofirrg Cement on steel/slopes. Evaluation Report 3532.09.05-1114 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 5 of 13 ONEIVIOjetc. 6z Cedar c, ,r~'ceda,cre,t~|n Use two (Z), minimum 1u'inch \oo0 fasteners per shingle, For the oortc' shing|e, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum iochembedment into the deck, or full penetration through the deck. For each fv\| Cedar Crest shingle, place fasteners 8-5/O inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -sea[ Cedar Crest shing|es Apply mPzu'PLadhesive honothe noidd|ro(the shingle's raised overlay onthe top piece and exten'—in8app/oxinnote|y4-iochalong the ddeso(the head|apalong aline Xtol-inchfrom enchsideof,heshingle's'head|ap. Immediately align and apply the overlying shingle, gently p,csdta b sides into the adhesive, and install nails. Tosecure the other side, apply l-inchdiameter spot nfNp lor o/ h^,""~oothe shinc|elavers. wmxnETC, uc Low and Standard Slope 212ho2112): Use FIVE nails for every full Belmont shingle, located as shown below. Li Steep Slope (greater than 21: i2): Use SEVEN nails and EIGHT spots N asphalt roofing nonen[~ for every full Belmont shingle- Apply asphalt roofing cement 1"(2hmm)from edge n(shingle, See below. Asphalt rooting cement meeting ASTNID4580Type ||iysuggested Ulm Evaluation Report 3532.09.05-1114 o`" EDITION (mo)rvcmow' xvvzEVALUATION r1.544x13 certu"r, u^uwm/, xomm/rm/e,(om)ou' s,wr xo./o"m.oz/xVmm Page ^ao NNEMOjetc. 6.7.1 Hip & Ridge for BelmontO or Belmont' IR: 6.7.1.1 Option 1: For Belmon0l, refer to instructions herein for Cedar Crest" or Cedar Crest`" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.7.1.2 Option 2: For Belmont': ShangleO Ridge 6.7.1.3 6.8.1 Figure 17-18, ShanRle* Ridge. 18, Remove tapeExposure from the right side t •~ g" and fasten i SECOND Fasten the left side s RIGHT FIRST 8 g LEFT Figure 17-19. installation ofSbangleO Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic" NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE use five nals for every full Shanglc. 2S1mm) I. 5l8" 16 mm) ) 6Ygetrt 17-t lfso fate naltrfor etiny g Grand Alanor Sbaagie, C,arria8e House Man& or Crmennlal SGsle. STEEP SLOPE LL%e seven nails and thrum, spots of asphalt roofing cement for every hill Grand Manor Shangle. use live nails and three spots of asphalt roofing cement for every full Carriage house Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figum 17-5). Asphalt roofing cement meeting ASTM 0459 Type 11 is suggested. S 16 1 112" 4 (38 mm) V 1 -(25 mn) I i25 mm) T 6 St8" 1 J 25 mn}. t --- - Roalinq Cement figum 17-5: When Installing Gram) Manor SUattgim On steep hopes, rose screw nadw and tbtaa gvis ofaspbalt rrwflng nrtrrent. Hip & Ridge for Carriage House Shan lei and Grand Manor Shan le: Refer to instructions herein for ShangleO Ridge hip and ridge shingles NEMO ETC, LLC Evaluation Report 3S32.09.05-R14 Certificate of Authowatron #32455 6`' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 7 of 13 i{I\VI\Utll1! • LOW AND STANDARD SLOPE METRI( DIMENSIONS 12" 143/4" 12" 305 mm)-----(3l5 ram)-----(305 ram)--1 uaa..aTra cua t.,r,a-ss.e ..,'xz3+v<^ersvn:rm 1 (25 mm) ReleaseTape 1' 12" NallableT Area NorthGate: ONEMOjetc- 13'/ 2" 13" 13'/2" 343 mm)-- --(330 mm)-- --C343 ram)---j M 1" (25 mm) i" (25 mm) —) -- figure 15d. Use fora halls faratrl)-f illsbf)'&l WDE t2, NAKMa12' 14 374' AREA . ( 305 m n) + - (375 ram) (305 ) Naiing Um tc Uppsr hat line N (25 mfn)--.- -. a.- -+--- r (25 ram) awes read ine Naeng areas for lew and standard sbpas (kotn 2:12 to 21:12) Nat beh~ uppw d batx L-S as afkNln ab"- STEEP SLOPE Use six nails and (our spots of asPhah roofing cement for eltty full laminated shingle. See below. Asphalt roofing cement should meet AS' rM D4586 Type It. Apply I' spots of asphalt roofing cement trade each corner and at about 12" to 13" in from each edge. METRI( DIMENSIONS 12 • ..-- 14314" —12 305 rnm) (375 mm) — (305 mm) 1 "( 25 ram) I Release Tape Fot Steep 25 mm) T---- NEMO ETC, LLC Certificate of Authorization #32455 I.. 25 mm; Cement LANDMARK TL 131f2" 13" 131/2'— 343 mm) (330 mm) 1 (343 mm) 1 "( 25 mm) 1125 mm)--1 l l 1"---, i-+- 25MITI) 1---~ Rooting Cement Figure 135: use six nails muifour spots of asphat roofing cmnenI on steep stopas. 1" 25 mm) Evaluation Report 3532.09.05-R14 6T" EDITION (ZO17) FBC NON-HVHZ EVALUATION FL5444- R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/Z4/2018 Page 8 of 13 NorthGate: STEEP 12" 14-314" 12' SLOPE 1-4305 mm)—-•— (375 mg Lrro --«' "-( 305 R AREA NAILING be weeAl e 1"(25 mm) natl Ines. 1'(25 mm t i Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. Hi & Rid a for Landmark" Landmark" IR Landmark— Pro Landmark`" Premium Landmark'" TL6.9.1 Landmark'"' Solaris LandmarkT. Solaris IR NorthGate: 6.9.1.1 Option 1: Shadow Ridge" or NothGate Accessory 12, 305mm)g15(1G- 250mm) 6. -- 1150mm) 125mm) 150mm) IIIt Notch for Notch for Centering Centering 131/4' 12 305mm} f 337mm) Notches for Alignment to 75/8" Notches for Alignment to the Top Edge of the Previo 7' 180tnm} the Top Edge of the PreviousCapfar55B' (141mm) Fxpasure 196mm} Cap for 5' (125mm) Exposwe English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge`" 9 27W 250 rtwn 4 i25 nun) 13 118" r—(333 mm)---- 1I 6 5/8"-11--6 5/8'-rCaterNo" 168 mm 168 mm 13 tJq' 337 mm} tering Abort th sa ( notchesLedge 7 5.r8' 13 1 Wtch 337 rem) theseprsv4ousLnotchostoof Cot fYe rmsl} of top o ofs 78(19419I mm) course. NorthGate Ridge NorthGate Accessory Evaluation Report 3532.09.05-R14 NEMO ETC, LLC T" FL5444- R13 6EDITION 2017) FOC NON-HVHZ EVALUATION Revision 14: 01/24/2018 CerbJlcare oftlutAonzotion #3Z455 ( CertainTeed Asphalt Roof Shingles; (610) 651-5847 page 9 of 13 NNEMOjetc. z' 305a'm) laying Notch Ftgnre ! •2t . Use krylng notches to cenkr sbfrtgk on baps and ridges, and to toenkr the corw1 tarposara. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 O t j on 2: Refer to instructions herein for Cedar Crest'", Cedar Crest`"' IR hip and ridge shingles. LOW AND STANDARD SLOPE. - For low and standard slopes, use five nal s for each full Presidential shingle as shown below, Nailing 40' --^—=1 Guide lines (1016 mm) 5 t l4' 133 mm)l 14 114' 1117 38mm) 362mm) NOTE: Apply nails on painted guideline. Frqure 16-6• Fas&ming Prtcsidenttal and Prest Amuat TL sbake sbtngtes on inn and standard stopcu STEEP SLOPE: For steep slopes, use nine nails for each full Presidentiat shingle and apply 1' diameter spots of asphalt roofing cement under each stdngte tab. After applying 5 nails In between the nailing guile tires, apply 4 nails I' above tab cutouts maldng certain tabs of overlying shmgte cover nails T I- diameter asphalt rooting cement Figure 16-7. Faskmtng Presidential and PreskkntW T!L Sbake sbingks on slop slopes. 6.10.1 Hip & Ridge for Presidential Shake", Presidential Shake'" IR Presidential Shake TL'", Presidential Solaris'": 6.10.1.1 Option _ 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to file ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12' x 12`; Portland, OR produces 97/8' x 131/4' accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "SonolasticQ9 NP1, "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLe Evaluation Report 3532.09.05-1114 Cectljicate o/Authorizatfon #32455 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 10 of 13 ONEMOjetc- 6,10.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. LOW, STANDARD AND STEEP SLOPE: r(230 mm} (210 mm) (230 mm) (210 mm) 25 mm) (25 mm)- rig t f • $ Fmteuing BRttents .0hk0r4 oil Loin atd Standard .Golws For low and stan(Ltrd slopes, use like a,kifs far Cach fitU wheats, shlagie of Shawn abw. 6.11.1 Hip & Rid a for Hatteras'": 6.11.1.1 Option 1: Accessory for Hatteras 9 St8" s0 tmt) 9 y$" t _.-.i _t_Roctlnp Comets 40 aim) Ifgrcm 15.7; rasaMafq IfaltrrnsS6f+gf(r'+ oa SYrt^F Stkprs Poe ucep $wpm asa fire wafts SW d9W spas Of asphak tcroMg cemfnl foc each ful lbo4t is s)ifaSM ss sl r above- MPS i' a5mm) dia(actar spats of roollot omeat (AM D 4%4 T)VC fi sing S(01) wake Cacti tab comer, ptass sMI30C loto pl ae; do not ecpasc ccauat. WITIOM Too mod to011144 Cement cau attae shiOlIks to W9('r. Figure 15-14: 18 tbree piece emits separate to make 54 Hatteras Acrecsory shingles, 6.11.1.2 Option 2: Cut Hatteras Shingles r- 230 MM) l Cap Cap Cap Cap Shingle Shingle Shingle Shingle 460 Mfp) 181, C3 MM) _ i 460 mm) 9313'" Figure 1.5.20: Cul Hatteras sbingles to naafe cove cap. Figure 15-21: lnstallretion aF caps along balls and ridges. 6.11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1,"" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R14 NEMO ETC, LLC FL5444-R13 Certif,coteofAuthowatlon a32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: Ol/24/ of 1 Page 11 of 13 LOW AND STANDARD SLOPE; aV.+ K+n" 1 tsao e- a aml as nml wan• M mnbOnd t[AuRM SIXre"O "161% 11Mmmi k4ww over cWto OAW AS eh 1a Ftgnrer 1 t •3: Use FIFE natk jor e.,,my Nigbl-d laie xbtngkz ONEMOjetc. STEEP SLOPE- use Ft4Td n:Ws and titcfrr spots of asplialt roofing cement' for each bill Highland State shingle. For Atlami-Dale, SIX nails are required. Apply t' diameter spots of .tsphalt roofing ceiuent under each tab corner. Asph dt roofing cement meeting ASTM D15%'l}pe 11 is suggested - six W. R— MCx ineeared ae ee#a aA'a# a tCmmt Ftguru //-34 6'se HVT nits and eigbt *01,ofas{rWI roofing oanent rou4rr a tcb tab c »ruff CAUTION: 6xcesstve use of roofing cement can cause shingles to blister. 6.12.1 Hip & Ridge for Highland Slate, Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridger" hip and ridge shingles. LOW AND STANDARD SLOPE ke FOUR nails for every full shingle located as shown below. Sealant mn) tt• Tj— ror i {i1iR¢T,, t111t`$71} STEEP SLOPE lice MUR nails and four spots (A asphalt rcw6ng cement for (Tcry fill shingle as shorn below. ,lspliAl roofing cement nicetiug ASCM D4586 Tfl)e lb is Suggested. Apply 1`(25 nnn) spoil of a>phali roofing, cenitnu as sho%vil. CAUTION: Excessive use of roofing cenlcnu can cause shingles to blister. L_ --- .---- it ;,- y K Roenny Cement 67C6 nni MIT"" v{fl mnl 6.13.1 Hip & Ridge for Patriot-": Refer to instructions herein for Cedar Crest-", Cedar Crest'" IR, Shadow Ridge'" NorthGate or Shangle Ridge— hip and ridge shingles. 7. LABELING: 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 / R905.2.6.1. Evaluation Report 3532.09.05-1114 NEMO ETC, LLC Cercilicote of Aurhorimt(on 7t324S5 fi2017r" EDITION i i FBC NON-HVHZ EVALUATION FL5444•R13 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 14: 01/24/2018 Page 12 of 13 NNEMOjetc. 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 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization a32455 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 13 of 13 Florida Building Code Online Pagc I of 2 e 6CIS Home 3 log In User Registration ! Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map i links Search Product Approval USER: Public User x^ R,•srs Product A r vALM&n > Product Or A Rlica on ;,a rch > ADW it Iti n jzi5j .> Application Detail x •' FL # FL21842-Ri Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Rhino Linings Corp 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschinidt@rhinolinings.com Jennifer Schmidt (Rhino) jschmidt@rhinolinings.com Jennifer Schmidt 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschrnidt@rhinohnings.com Roofing Cements -Adhesives -Coatings Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Niernmen PE-59166 PRI Construction Materials Technologies, LLC 04/05/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL21£34_2 RI QQI. 7Q17__0,1 QOL._Nieminen-Rdf Referenced Standard and Year (of Standard) atApdard YVW ASTM D6694 2008 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation of Validation Entity Yes . No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products FL # Model, Number or Name 21842.1 DuraTite Roof Maintenance Coatings Limits of Use W Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. FL21842 RtCOC 2017._10 AFFIHMATI_ON. RNINO 6th Edition 2017)FL211342 -R 1,pd f Method 1 Option D 10/03/2017 10/03/2017 10/07/2017 Description Silicone based roof maintenance coatings Installation Instructions Ft,21842 R1 [I 201_? FINAL R RHINO, C A C FLZj84Z_df Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL2.1842_R1 AE_,2017 02 FINAt.,_ER R_HINO-A-C,_FL2184 df Created by Independent Third Party: Yes Back Next Csgn(ac[ Us :: , QI BI it ne Roa,Q Talland«e Fl 72 g Phone' OkA- Z-(824 The State of Florida is an WEED employer. ri h 7- fQFlorid, , :: Privacy Sg1 S :: Ac i ili n :: A fhnd tatgl?g?t Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section 455-275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bg„re,. Product Approval Accepts: 0 "R Crec k Gard Safe fTR1N1T**(1ERD cVAI IIATInht DPDn RT Rhino Linings Corporation 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET OXFORD, CT 06478 PHONE: (203) 262-924S Evaluation KeporE A3a/D.v—1 FL21842 Date of Issuance: 02/10/2017 SCOPE: This Evaluation Report is issued under F.A.C. Rule 61G20-3 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. The product described herein has been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: DuraTiteO Roof Maintenance Coatings LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 Quality Assurance documentation changes. Trinity ERD 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 "Trinity ( ERD Evaluated" may be displayed in advertising literature. 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 4. Prepared by: z'",•C,r; r The facsimile seal appearing was authorized C`^., C p or 1,•r` _,; by Robert Nieminen, P.E. on 02/10/2017 ao Sgned. Robert J.M. Nieminen, P.E. This does not servo as an electronicauy signed nmenl. Registration No. 59166, Florida OCA ANE1983 r"` sealed hardcopieshave been transmitted tothe ProductApproval Florida Administrator and to the named client CERTIFICATION Or INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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 which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. t¢ l S TRINITY; ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Cements —Adhesives - Coatings Compliance Statement: DuraTite` Roof Maintenance Coatings, as produced by Rhino Linings Corporation, have demonstrated compliance with the 5`r' Edition (2014) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.14.3 Physical Properties ASTM D6694 2008 3. REFERENCES: Entity Examination Reference Date PRI(TST5878) ASTM D6694 TRS-032-02-01,TRS-036-02-01 11/07/2016 PRI(TST5878) ASTM D6694 TRS-033-02-01,TRS-039-02-01 11/07/2016 UL LLC (QUA9625) Traceability MLA R27468 09/13/2016 PRI (QUA9110) Quality Assurance Service Confirmation 02/09/2017 4. PRODUCT DESCRIPTION: 4.1 DuraTite® 1380 is a single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 gallon pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTitel 1380 or ASTM D6694 coating, with substrate limitations below. Note: Existing roof system and/or substrate shall meet wind uplift requirements of the project to the satisfaction of the Authority Having Jurisdiction. 4.1.1 Substrates: Galvanized Steel and Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTitel Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTite`l 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTitel Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTitel 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTitel Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTitel 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 2 of 4 TRINITY IERD CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite' Prep. Then apply DuraTitell Prime 2100 at 400 ftz/gal. Followed by applying two (2) coats of DuraTitell 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. 4.2 DuraTiteO 1395 is a high solids, single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 gallon pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTiteO 1380 or ASTM D6694 coating, with substrate limitations below. Note: Existing roof system and/or substrate shall meet wind uplift requirements of the project to the satisfaction of the Authority Having Jurisdiction. 4,2.1 Substrates: Galvanized Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction by applying DuraTitel Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTite", 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTiteO 1395 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTitell 1395 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTitell Prime 2100 at 300 ftz/gal. Then apply two (2) coats of DuraTitell 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SIBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ftz/gal. Then apply two (2) coats of DuraTite, 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite` Prime 2100 at 300 ftZ/gal, Then apply two (2) coats of DuraTiteO 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite® Prep. Then apply DuraTite"' Prime 2100 at 400 ft2/gal. Followed by applying two (2) coats of DuraTitel 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this Evaluation Report. Refer to a current Roofing Materials directory for fire classifications of roof assemblies using the components outlined herein. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 3 of 4 TRINITY ERD 5.4 DuraTiteO Roof Maintenance Coatings are components for use in Approved roof assemblies. Refer to the Approved Use" in Section 4 for each component. DuraTiteO Roof Maintenance Coatings noted herein are not purported to be Roofing Systems, and their use shall be governed by and limited to applications where Roof System Product Approval is not necessary (e.g., maintenance and repair) or where the components are called out in a Roof System Product Approval. 5.5 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements. 6. INSTALLATION: DuraTite® Roof Maintenance Coatings shall be applied in strict accordance with Rhino Linings Corporation published installation instructions, and Section 4 herein, subject to the Limitations in Section 5. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Cartersville, GA 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC — QUA9110; (813) 621-5777; cfreidner@pricmt.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 4 of 4 Florida Budding Code Online Page I ot'2 BCIS Nome i Log in ! User Registration Hot Topics 1 Submit Surcharge S1,ts & ra(, punitcahol, FBC Staff , 13CIS Site Map Links Search t"!Q!Aa Product ApprovalriMUSER: P.1hhc User EM4,,5 A n,,, I M qit > ELqdyLUrApgh aMn Seo, h i atiqin LDS I Application Detail FL # FL19567-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@nimi2OOO.net Authorized Signature James Buckner jm)my@cbuckinc.neL Technical Representative 1 onya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, Fl- 32218 904) 358-8366 Lonyac@mm12000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK' Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL.1 95iV R 1 _.t;QT_K QI CP,(tQf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 I — 11 1 — 11 11 11 " 1 1 /1 1 /11 C', 1 0 Florida Building Code ()'little Page 2 of? Product Approval Method Method 2. Option 13 Date Submitted 12/17/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 iummar of Products FL # v Model, Number or Name — r Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 10' nominal lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL14567 R1 l[_ 01 17 196 MMI ORV,ER6_.df Approved for use outside HVHZ: Yes Verified By: lames L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No # 31242 Design Pressure: +N/A/-70.0 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FLL9 _67 RI AE 01__f7 MM[ Third Party: Yy: Y R6, p f instructions as a supplemental guide for attachment. Created by Independent es 19567. 2 MMI Off Ridge Vent & Attached Permanent Baffle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +NA/-70 Other: 19567. 3 1 Optional Attached Baffle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +NA/-70 Other: Steel or Aluminum off ridge vent & Permanent Baffle Installation Instructions FL19567 . R1 [[_ 02_1J-196 MMI-VP6.-ER6 df Verified By: lames L Buckner 31242 Created by Independent Third Party: Yes Evaluation Reports FL14567 R1 AE 02_17 196 MMt-VPB_ER6,pdf Created by Independent Third Party: Yes Steel or Aluminum optional attached baffle for MMI off ridge vent Installation Instructions FL_ 16567 R1 ji 03 17-_l96_MMI-OB_ER6—P f Verified By: lames L Buckner 31242 Created by Independent Third Party: Yes Evaluation Reports FL1_ 567_R1-At 03 17,196. MMI OB _E,R6.pdf Created by Independent Third Party: Yes 19567A Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +NA/-70 Other: Installation Instructions FL>_ 9-567 R1_,II 04 17-195-MMI-Re ro-ER6_pdf Verified By: lames L Buckner 31242 Created by Independent Third Party: Yes Evaluation Reports E 19567RIAE _04-_17 tR5 MM[-Retro FlR(,pdf Created by Independent Third Party: Yes Back Next contact ? ft.41.a r Stone Rodd TdllahaSsee FS„?Z394 Phone. 850-487-1824 The State of Florida is an AA/EEO employer. Qpp ri h QQ7-201 &U9-2f FloriQll, r.Ft- Ratemgnk :: g$P,gndStat m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850,487.1395, "Pursuant to Section455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide (Ile Department with an email address if theyHaveone. The Pma05 provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an ernarladds 455, ss.whichpleasean U be , available to the public. To determine if you are a licensee under Chapte Product Approval MWMERE Credit • Safe seciiPit' A! i I2tICS 1 1- 1 ter` n/II/`tnIQ a Specic5lty Structural I=ngineerinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report Retro Baffle For Millennium Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.4 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Sub - Category: Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-Retro-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 6 Roofing Roofing Accessories that are an Integral Part of the Roof System Retro Baffle Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G1S-23. GENg A vF No 31242 Ta * XZ 41 STATE OF _` i' CBUCK, Inc. — Palm Beach County, Florida 2017.12.1 S 09:08:10-05'00' Phone: (561) 491-9927 • Email: chuck@cbuckinc.net • Website: www.cbLickinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 FL #: FL 19567.4 R1 Date: 12 / 15 / 17 C UC E gi 1eeri1 Report No.: 17 196 MMI-Retro-ER6 Page 2 of 6 specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name Product Category: Millennium Metals, Inc. Retro Baffle Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Steel or aluminum baffle accessory to MMI Off Ridge Vent for shingle roofs Description: mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Baffle 2. Fasteners Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL i#: FL 19567.4 R1 Date: 12 / 15 / 17 CUCEntneerin Report No.: 17 196 MMI Retro ER6 F'.... Page 3 of 6 Speciathy Structural Engineering C6UCK, Inc. Certificate of Authorization tt8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization 4: QUA 1824). FL #: FL 19567.4 R1 Date: 12 / 15 / 17 CBS C Report No.: 17 196 MMI Retro ER6 J Page 4 of 6 Specic5ittj Strut= Ural Ef'1qIneearing CBUCK, Inc. Certificote of Authorization #8064 Structural Baffle: Retro Model Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3-1/4" Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: #10 (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 FL #: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 5 of 6 Speciattj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Structural Installation Method: Refer to drawings on Page 6 of this report.) Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position baffle flange on top of the vent front flange (see Detail on page 6). Attach baffle flange through vent flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report W. F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL 4: FL 19567.4 R1 Date: 12 / 15/ 17 UCK i gi eeri 1 Report No.: 17 196 MMI-Petro ER6 Page 6 of 6 Specialty Structural EncllnPerinq CBUCK, Inc, Certificate of Authorization fit8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Petro Baffle Steel or Alumna Profile Drawings Side View (Not To Scale) rvM Off Ridge Vent Steel orAlunin ri) 3i 11 0reTeneI-• astener(s) f , 11 Gauge Ring Shank Roofing Nail OR 10 r-nin. V\bod Screws Attachment Spacing: 8" o.c. Nbx. Penetration thru cleck: 3115' Nin. Typical Cross Section View (Not To Scale) Florida Building Code Online Page 1 of 2 BCIS Home LOg In User Re9is[rdtion Hot Top,Cc Submit SurCha(oe Stars & Facts Publications FBC staff i BCIS Site Map Links Search Fi ija Product Approvalr0USER: Public Use, r 11h^. RSr F11•` cltiet A rov 1_ Mg_nu > FPM¢ Cu [ or APOng4h Alic i ion IiSS % Application Detail FL It FL1999-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ITW Building Components Group Inc. Address/Phone/Email 13825 West Business Center Dr Unit A Lake Forest, It. 60045 847) 918-6473 Ext4750 slewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpineitw. co rn Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE Validation Checklist - Hardcopy Received Certificate of Independence FL1994 Rfi_._ Qt CERTIFICATIQN OF UTURENDEN E illiarn M Raneri.ndf Referenced Standard and Year (of Standard) Standard TPI 1 Equivalence of Product Standards Certified By Sections from the Code Year 2014 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 option C Date Submitted 09/07/2017 Date Validated 09/19/2017 Date Pending FBC Approval Date Approved 09/21/2017 c....,...- of P-11.irfc FL # Model, Number or Name Description 1999.L ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 If Installation Instructionspdf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE ESR-1118.Ddf 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Installation Instructions.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6_ AE ESR 1118.pdf 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II installation Instructions.adf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE,_F9R-1111$.Ddf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1299R6 II Installation In5tr4gtion5Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE ESR 1l l8.pdf Back Next Contact Us :: 2601 fir tone Road Tallahassee FL 2' 399Phone SSQ-487-t824 The State of Florida is an AA/EEO employer. goR hghl_2007-2Q13 State of Florida :: Pr vacv 5(atement :: AccesSibilicy Statemgnt :: Re(und Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. `Pursuant to Section455.275(1), Florida Statutes, effective October t, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please click here . Product Approval Accepts: Credit Card Safe r-. 111 1rn_II r%,f A/I I /')AIQ INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, Including reference to the TPI I standard, and design drawings prescribed by those documents. The Florida Building Code and the"I'll'i I standard require a truss design drawing specifying relevant parameters for the trusses III which these truss plate products are permitted to be used, including details on the truss plates (size, positioning, embedment, an d limitations thereon). All uses of these truss plate products require such a truss design drawing, fabrication of the truss III accordance iwiththeTPIIstandard, and application of the truss within a structure n accordance with the Florida Building Code. Trusses are assembled using these truss plates pressed into the wood within the tolerances provided by TPI's Quality Criteria for Metal plate Connected Wood Trusses, as shown in Section 3 of TPI 1. Florida Buildinl-, Code 0111ilic Page I of'? m PC IS Home Log If, User Registration Hot Topics Submit Surcharge Slats & Facts Putlicat,ons FBC Staff BCIS Site Mal) Lrr,kS Se,)101 Product ApprovaldbrUSER: Public User I Pr "u Anorcalion,arch AppitcAiliga Litt > Application Detail FL F-L1774-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product manufacturer Commercial Concrete Products,tric. Address/Phone/Email 2705 Sammonds Road Plant City, FL 33563-4556 813) 659-3707 precastgator@yahooxo- Authorized Signature Robert Gillis terrygillis@commercialconcreteprodL)CtS.COM Technical Representative R. Terry Gillis Address/Phone/Email 2705 Sammonds Road Plant City, FL 335674556 terrygillis@commercialconCFeteproducts.coollI Quality Assurance Representative R. Terry Gillis Address/Phone/Email 2705 Sammonds Road Plant City, FL 335634556 terrygillis@commercialconcreteproducts.coni Category Structural Components Products Introduced as a Result of New TechnologySubcategory Evaluation Report from a Florida Registered Architect or a LicensedComplianceMethod Florida Professional Engineer Evaluation Report - Fiardcopy Received Florida Engineer or Architect Name who developed THUY H. HUYNH the Evaluation Report Florida License PE-60122 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/25/2024 Validated By John Hoy Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1901,2 2107 R402.2 R606 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 10/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # _ Model, Number or Name T Description 1774.1 Quality Precast or Commercial Precast and Prestressed Concrete Lintels Concrete Products Limits of Use Installation Instructions Approved for use in HYHZ: No FL1774 R$ II,_ 97094 Installation h r tL tttns 101317.Ddf Approved for use outside HYHZ: Yes Verified By: Thuy H. Huynh PE60122 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1774 R AE 70040 Enaineerino Evaluation Re ort._101317-_pdf FL1774_RS__A- 370940 _Load Tables L01317,pdf FL1774 RS _AE_ 37Q940 Qu li Control Man 1,10.1317.pdf Created by Independent Third Party: Yes Back Ne:t QLlSact_Us :: 2601._B r Stone Ft aQSt, T4,Ilaha see Ft 2 9 Pl ng:,¢50-4 7-1824 The State of Florida is an AA/EEO employer, Copvr oht 2007-ZQJ,15 9 M Florida.:: Privy l; t m n :: A s i itTv lot mint :: Rif ,n $ta[ement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant toSection455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click tier. Product Apprrova l Accepts: M ON ov i Credit Card Safe Dansco Engineering, LLC P.O. Box 3400 5912 Fortune Place Apollo Beach, FL 33572 Commercial Concrete Products, Inc. INSTALLATION INSTRUCTIONS Version 1.1 June 22, 2015 Commercial Concrete Products, Inc. PREC45TAND PRESTRESSED LINTELS 8" AND 12" WIDE) In order for proper installation of precast lintels, DANSCO Engineering, LLC, has prepared this installation instructions to be used in conjunction with quality control methods of the contractor and good construction practices. Preparation 1. All reinforcements shall be cleaned by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or a combination of both will be accepted as being satisfactory without cleaning or brushing provided the dimensions and weights, including heights of deformations, of a cleaned sample are not less than required by the ASTIVI specification covering this reinforcement in this Specification. 2. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the lintel. 3. Debris — Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. Lintel / masonry erection 1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of 4 inches for filled lintels and 6 1/2 inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 0"; the temporary support shall not be removed until 2 days after the grout placement. 2. Placing mortar and units (for composite lintels only) Bed and head joints — Unless otherwise required, construct 3/8 inches thick bed and head joints. Construct joints that also conform to the ' following: a) Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. b) Remove masonry protrusions extending 1/2 inches or more into cells or cavities to be grouted. Place hollow units so: a) Face shells of bed joints are fully mortared. b) Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. c) Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the Project Drawings. Place clean units while the mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extent that initial bond is broken after initial positioning. Reinforcement installation a) Support and fasten reinforcement together to prevent displacement beyond the tolerances allowed by construction loads or by placement of grout or mortar. b) Completely embed reinforcing bars in grout in accordance with AC1530-13 Article 3.5. c) Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface, but not less than % inches for fine grout or 1/2 inches for coarse grout. d) Splice only where indicated on the Project Drawings, unless otherwise acceptable. e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is embedded in grout or mortar. f) Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 1/2 inches when not exposed to weather or earth and 5/8 inches when exposed to weather or earth. Grout placement a) Placing time — Place grout within 1'1/2 hours from introducing water in the mixture and prior to initial set. b) Confinement — Confine grout to the areas indicated on the Project Drawings, Use material to confine grout that permits bond between masonry units and mortar. c) Grout pour height — Do not exceed the maximum grout pour height given in the AC1530-13 Table 7. d) Grout lift height — Place grout in lifts not exceeding 5 feet, e) Consolidation — Consolidate grout at the time of placement. or by puddling. Consolidate grout pours 12 inches or less in height by mechanical vibration Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. Field quality control a) Verify masonry unit strength, f'm in accordance with the AC1530-13 Article 1.6. b) Sample and test grout as required by the AC1530-13 Articles 1.413 and 1.6. Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout droppings, and debris. Limitations of use a) Support on wood — Lintel shall not be support on wood girders or other form of wood construction. b) Construction loads — Do not apply construction loads that exceed the safe superimposed load - carrying capacity of the masonry and temporary support, if used. c) Impact resistance — Lintels apply to the design or construction of masonry for buildings, parts of buildings, or other structures, if the project is located in areas where the ultimate wind speed exceeds 160 mph, exposure B shall be filled solid with grout. 1AProjects\Engineering and Inspections\370940\Letters\370940-VV1—lnstallatioti—ifistructiotis_101317.doc Florida I. Lidding Cade OnIllie Page I of'? KIS Horne Log In User Registration Hot Topics j submit Surcharge Stats & Facts Publications ? FBC Sari ; E3CIS Site Map -' Lmks Search ; Product ApprovalrUSER: Public User PrQpr v,{ Myng > P u r Aophcyygnar5h s Apglic;Zon Li. t > Application Detail FL N FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbm Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors 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 developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections From the Code FL14239 R4 CQI [ndf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL1429 R4 Eguiv Eguiv,_pdf Year 2000 Product Approval Method Method 1 Option D Florida Building Code Online Page 2 of 2 Date Submitted 08/09/2017 Date Validated 08/16/2017 Date Pending F13C Approval 0812012017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Descriptian 14239.1 Slotted Steel Tie -Down Clips 1" Steel Tic Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes rL14239__-fin lt,_Dw.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. 6ennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL_11239 R4 AE Eva1.pdf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. back Next Contac t :: t I i, r,_St,Stog Ty l n,c gs SFr 323 ,Q Phones, 5kA 7-1 4 The Stale of Florida is an AA/EEO employee Qf EL9_n0 :: PriVdCY S tg S :: Accessibility SS ")gnT :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. `Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees Incensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public To determine if you are a licensee under Chapter 455, F,S., please Click h, ie Product Approval Accepts: Credit Card Safe r TCENTER OF GRAVITY\_ ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. O MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, N NO IRREGULAR SHAPES EN ao N X 3" MAX % y TYP.i/ HOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN - SCHEDULES FOR ALLOWABLE SUBSTRATES BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA /"((' BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH V£LOCICY` HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DES;F,y CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR MVHZ & ASCE 7 SECTION 29.4- FOR INSTALLATIONS AT GRADE IGCO—Im 1.90 WITHIN THE HVHZ & OUTSIDE THE HVHZ, (GCr)aQ-1.5 fOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLESAREINACGRDANCEWITHASCE7.10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 1 MAX MECHANICAL UNIT TY°' 2)TIE-DOWN ISOMETRIC 1 i" - 1'-0" ISOMETRIC 75L11 MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. CENTER Of GRAvm 3' MAX TYP. SEE DESIGN 1 SCHEDULE FOR 1 MAXIMUM SURFACE j AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. 1 SEE DETAIL 1/3 & 213FORCLIPINFORMATION, 3 TYP. 3' MAX JI" 5CN A PER CORNER WILL VARY PER CONNFCTION TYPES CI-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4.5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION Of (I) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- V.4-170 MPH, £XP09/RE'B' 48' TALL X 48' DEEP X 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED 70 3000 P51 MIN CONCRETE W- (i)-2- CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE STEP I RESULT J 2 -. DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE E! THIS 111-Al—011 IS INTENDED FOR A Vu!I:170 MPH, EXPOSURE'S'. THIS DESIGN I CRITERIA CORRESPONDS TO TABLE 5 t— THIS UNIT HEIGHT Of 48' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT Of 4 ". I NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO DE INSTALLED ON TOP a :CHECK MAXIMUM UNIT HEIGHT RESTRICTION Of AN A/C STAND TWA T IS A MAXIMUM 30"TALL If AN A/C STAND IS UTILIZED, CHECX TO SEE THAT THE STAND DOES NOT EXCEED 30"IN HEIOWT 6 '.OET£RMINE THE ALLOWABLE ROOFTOP HEIGHT Of THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 1 SEE (') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE GENERAL NOTES: n l 1, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2, DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS L7L 01970387A, sTEL 019703878 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 3. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE s12 X %" OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE TTW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. S. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE 0) WITH Fy-33 KS1 OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS, 6, ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONOTTIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE $TIE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 1 i. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VuA WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. 3wE:OO V)IX'zw U z v J z Q v 3: z °Co ^n '' o 0z= G f Ci n w mn z uz j Z' G 5 2 0- 2: m 15- 2378 IN z SDI f N w s z fl" CLIPS 3" MAX TY. 3' MAX TY. N N'EiL c1 CONNECTION TYPE C1 1- CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UN3T f 2" CLIPS 3- MAXN TYP. Ott 3" MAX TI\ TYP. L7 z p w t VN 1. SR 3" MAX TYP. 1" CUPS 3" MAX TYP 3" MAX ily;\O Oil TYP.. TYP. ANCHOR SCHEDULE: 1" CLIPS I SUBSTRATE ! DESCRIPTION 1)•5/16"0 CARBON STEEL I7W 6UILDEX TAPCON, CONCRETE: 2i:- FULL EMBED TO 14' THCK MIN, CONCRETE, 3j- MIN. 30DO PSI, MIN.) EDGE DISTANCE, A • MIN. E SPACING TO ANY i AD3ACFNT ANCHOR. i y i)•s14 SAE GRADE 5tALUMINUM: i ( SNEET METAL SCREW TO 0. 125' MIN. ALUMINUM, PROVIDE (Sj THICK 6061-T6 PITCHES MIN, PAST MIN. ALUMINUM} I THREAD PLANE STEEL 014 SAE GRADE S 0,125 MIN SHEET METAL SCREW TO THICK, 33 KS' STEEL, PROVIDE (5) MIN, STEEL) PITCHES MIN. PAST i THREAD PLANE j 2" CLIPS SUBSTRATE DESCRIPTION -o' 1)-S/16.0 CARBON ST' i'TW BUILDEX TAPCON , CONCRETE: ! 2Y." FULL EMBED TO 4- TMICK MIN, " CONCRETE, 3Ya' MIN, 3C00 PSI MIN.) { EDGE DISTANCE, 3 .- MIN. SPACING TO ANY ADJACENT ANCHOR, ALUMINUM' ( 2)-14 SAE GRADE 5 10.121' MIN SHEET METAL SCREWS TO TMICK. 6061 T6 ALUMINUM, PROVIDE {5) MIN. ALUMINUM" ! PITCHES MIN, PAST THREAD PLANE STEEL (2)-014 SAE GRADE S 0. 12 S" MIN SHEET METAL SCREWS TO THICK, 33 XSI STEEL, PROVIDE IS) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT C2 CONNECTION TYPE C2 1" CUP •UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 3- MAX x/ TYP. ' 2' CLIPS 3" MAXN TYP. 3' MAX MAX 7YP. UNIT WIDTH 6" MAX E 6" MAX CUP OFFSET_ CUP PAIR SPACING --S CLIP OFFSET i i ) 3. TYP , MECHANICAL T-CUP-CUP ' i E UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE 8 CLIP DETAIL C3 2' CUPS - UTiL'sZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UN1T C4 N.T.S. PLAN VIEW 2" CUPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. 15-2378 74 FOR ANY CUP LONGER THAN 10" 0.19" UTILIZE (5)-i12 SAE TYP. ,; GRADE 5 SHEET O / f METAL SCREWS, TYP. 0.068' THICK —1 ASTM A283) STEEL, TYP. j E C 7 :3 OE s1 2 3)-012 SAE GRADE 5 -f' SHEET METAL SCREWS Cn I < b FOR CUPS UP TO S' II LONG. UTILIZE(5)-o12 SHEET METAL SCREWS . FOR CLIPS LONGER THAN S', TYP. Y,'O HOLE, WITH Yf ANCHOR FROM 7' CUP ANCHOR a 0.75J/ SCHEDULE, TYP. OTHER DIMENSIONS SIMILAR) 0.375 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC 0 125 E 0.072" OR 0.113" THICK ASTM A283 STEEL, TYP. ` Q '' - (3)-912 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4' LONG. UTILIZE (4)-012 SHEET METAL SCREWS FOR L CUPS LONGER THAN 4", TYP. i 3:'O HOLES, N07 TO BE USED FOR ANCHORS, TYP. r o0• FACTORY -MILLED ' "0 HOLES; /S , J r'r rX UTILIZE (1) OR (2) ANCHORS 0i y0fl FROM 2' CLIP ANCHOR SCHEDULE, TYP. 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH fry-30 KSI, 0.125- MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy-33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. 3)-t 12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS UP TO 5" LONG. UTILIZE (5)-012 SHEET METAL SCREWS FOR CUPS LONGER THAN S". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) i" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' - V-0• DETAIL CUP 1S DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KS1 MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299"). 0.072' OR 0.113• THICK ASTM A283 STEEL CLIA, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP NO SPACE 3)-012 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4" LONG. UTILIZE(4)-o12 SHEET METAL SCREWS FOR CUPS E % LONGER THAN 4'. PROVIDE (5) j PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. r— (1) OR (2)ANCHORS PER ANCHOR i 13/8 SCHEDULE PERMITTED, TYP. SUBSTRATE PER A NCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 3" - V-0" DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH I MECHANICAL UNIT, TYP. Rl .-ytCCNSI; N PcG:14554 SA.r OF FRANK L. BENNAR00, P.E. 131 U z v z Zoe ° O° F Q m n N N c <z Lu c UF—^r zZ`" z = d u m 15-2378 TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT C7 C2 C3 C4 UNST'S LARGEST HEIGHT - WIDTH FACE 6 FT' 24" MAX 12" MIN N/A H 5 100 FT AT GRADE H 5 20O FT 9 FT' 32' MAX ` 15' MIN N/A H 5 15 FT_' ' Ai GRADE H 5 200 F7 4FT' AT GRADE HS200 F7 HS2D0 FT y_N5200FT :. 6 FT2 N/A H 5 200 FTH S 30 FT H 5 200 FT 9 FT' 48" MAX 24- MIN N/A H S 40 FT AT GRADE ! H S 200 FT H12FTN/A I _ AT GRADE N/A 15 00 FT 16 fT NJA AT GRADE 20 FT' N/A AT GRADE N/A 'Y- H S 60 FT. 2FP 60"MAX 48" MIN N/A N/A N/A H 5 15 £T N/A N/A N/A AT GRADE 36 FP N/A N/A I N/A !. AT GRADE ':. THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARO AND MIAMi-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDiCTiON FOR THE APPLICABILITY OF THS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE') ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM 1 j SURFACE AREA Of UNIT UNITI Cl C2 C3 C4 UNITS LARGEST HEIGHT - WIDTH FACE 6 It, 24 m 12 in N/A 5 140 FT AT GRADE S 200 FT 9r— W 32 in 15 m 7 N/A H 5 15 FT AT GRADE S 200 FT 4 Ft' I AT GRADE 5 200 FT N/A 5 200 FT AT GRADE 5 200 f7 H 5 40 F7 5 200 FT 48 MAX 24" MIN '': N/A 60 FT AT GRADE S 200 FT 22 N/A1 AT GRADE_N/A 5 200 FT 16 `t, N/A AT GRADE N/A 5 80 FT 20 NIA AT GRADE : NIA_ _..:.._... S 100 FT 25 h' N/A N/A N/A H S 30 FT 30 h' 60- MAX 48' MIN.. N/A N/A N/A AT GRADE N/A N/A NJA AT GRADE AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vint=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE M THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF -TOP HEIGHT (H) TIE DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 k j UNIT'S LARGEST. HEIGHT WIDTH S+_ FACE 6 FT' 24' MAX 12" MIN N/A H S 40 FT AT GRACE H 5 20D F7 I 9 FT' 32' MAX 15" MIN N/A AT GRADE N/A H 5 2D0 F7 AT GRADE H 5 200 FT H 5 160 FT - H 5 200 fT It6FT' N/A H 5 200 fT AT GRADE H < 200 FT_a FT 48" MAX 24" MIN ':, N/A H 1 AT GRADE H 5 2D0 FT 12 FT NIA AT GRADE NIA H S 140FT 16 FT N/A N/A N/A H S 15 FT 20 FT N/A N/A N/A :. i HS30FT25 FT' 60" MAX 48" MIN N/ A N/A N/A '.. AT GRADE -. 30 FT' N/A N/A N/A AT GRADE '.. 3^— N/A N/A N/A N/A THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI- DACE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING 1URIS DICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult--170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY It STRUCTURE') MAXIMUM I SURFAC£ AREAOF UNIT UNIT UNITSLARGEST HEIGHT WIDTH FACE 48" MAX 24" MJN CL :; No PtOGT654! F STAT[ Of ALLOWABLE INSTALLATION ROOF HEIGHT TIE - DOWN CONFIGURATION TYPE Cl I C2 C3 C4 i i/ A > 60 FT AT GRADE S 200 FT 1/ A k AT GRADE N/A 5 200 FT 12 h2 N/A 16 h2 N/A 20 h2 i N/A 60' MAX 48" MIN N/ A 30 ft, ,. NJA 5 200 FT H S 15 FT 5 200 F7 H 5 15 FT AT GRADE S 200 FT AT GRADE N/A S 200 FT N/ A N/A H 5 40 F7 AT GRADE N/A H 5 40 FT 36ft NIA N/A i N/ A AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK W;TH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. ov x v U ELn u m V$$ i M OLmw o" o go'. 3p= 0N Cfell Ow W 15- 2378 10 TABLE :vux=omMPH, EXPOSURE 8 pmUSE WITH ^ RISK CATEGORY "STRUCTURE) A LOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM FACE In 60 FT FOR USE WITH A RISK CATEGORY 11 STRUCTURE) o SURFACE AREA OF UNIT I UNIT z WWI FACE s 200 FT I,!, Dil N/A AT GRADE 30 ft, N/A AT GRADE 0 FT AT GRADE N/A cc Lu TABLE 7 : vub~140mpn ExpVSVxE D | ;_11 | wmUSE WITH ^ RISK CATEGORY "STRUCTURE) ALLOWABLE INSTALLATION ROOF HEIGHT TE-DOWN CONFIGURATION TYPE MAXIMUM U NIT' SCLARGEST HEIGHT WIDTH FACE 16 ft, AT GRADE N/A 25 tt2 N/ A AT GRADE N/A S120FT A VARD CO NTY. CHECK WrH LOCAL AUTHORITY HAVING JURiSDCTION AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN g °pne^~uwm" I Ym°wTABLE WITHIN oRT°=FLORIDA COUNTIES.| CITY OF SANFORD BUILDING; & FIRE PREVENTION PERMIT°'APPL.ICATION AUG2010 Application Na: Documented Construction Value: St> Job Address: LO(X Historic District: Yes No Parcel ID: ResidentiatO Commercial Type of Work: New, Addition Alteration El Repair demo Change of Use p Move Description of Work: Plan Review Contact Person: S Title: Phone: `tU - _ Fax: LkL— Email: 6 T Property Owner Information Name", L 'j_I-(JU l Phone: Street: rr r Resident of property? City, State Zip: Contra+#or Information Name t Av 4 _ a Am Phone e (i5 - 3 CaC.? Street: 0rS C Fax ' City, State Zip: _. _ State License No.:CkosQ _ Architect/ Engineer Information Name: _ — -- Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: 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. 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 wilt 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 €cuua Application NOTICE: In addition to the requirements of this .permit, there may be additional restrictions applicable to this property that may be found in the pubkic 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable "laws regulating construction and zo g. Signaturo ofOwner/Agent Datc Print Owncr(Agcnt's Name Signature,of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Y of Contmctor/Agdnt t contractort nt's Name lk 12IAvQ— Signature orNs 2Stato o Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 14t)Ttrj',i'sAtS? P1Pt9tiTNGIAIiY$4'"+CR.GMI Contractor/Agent is -Personally Known to.Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] Mechanical Plumbing[] Gas Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: BUILDING: Revised June lo, 2015., 10 - µ)p'. 11 $/lg/M# Ow P-- 7 IV— woo" mv wil =01 MMZIWi — m WLI ZZ". Lw wv w.0 wa c...—. Kd pq m—K— ul— C., Mom Al J=— 7", FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001810 Date 8/01/18 Application pin number . . . 071640 Property Address . . . . . . 548 RED ROSE IN Parcel Number . . . . . . . . 21,19.30.510-0000-2240 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 369992 Application desc need noc Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 31.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3395.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1067669 Permit pin number 1067669 Sub Contractor . DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 8/01/18 Valuation . . 8496 Expiration Date . . 1/28/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1335.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855,541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001810 Date 8/01/18 Property Address . . . . . 548 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-2240 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1067669 Permit pin number 1067669 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MH01 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL DESCRIPTION AS FURNISHED: Lot 224, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Navin N. Hari and Shriya Anantharamon; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZATION COMPANY LIMITED W. BEARDALLS MAP OF JOSEPHS (PLAT BOOK 1, PAGE 114) S 00*12?1" E REC. 112" I.R. 0.7' 1p ro pVC 0.5' REC. 112"1,R. NO I.D. ON 49.95' E ON NO I.D. LII'Li i I - - - - 10' LANDSCAPE, WALL FENCE ESMT. 19.09' 3 LOT 224 3 AC 5.00' 5 PAD 15.7' 14.3 COV'D, BRICK 147 C14 TWO STORY RESIDENCE FF.= 22.24' 03 OQLOT22303 CO to 5.0' 5' o COV'D. O BRICK 5.00' 8.7' C6 BRICK WALK - 2 1., L_ jjj 5.03' 1FBR 16BRICK 25.2 1' DR. 25.47 ON 10' UTIL E3MT. 3.1, ON 3.3' ON REC. 112- I.R. NO 1.0. WALK 5' CONIC. REC. N&DENDSWALK NAIL J4596 N 00-14'55" W— REC' IN WALK26.75' D=06*05'00" 1 RED PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F, PER PLANS = 22.2' PROPOSED GRADE PER CONSTRUCTION PLAN R=100.00 L=10 6Z' C=10S 61' ROSE LANE CB=02*4735" W 50' RIW) TRACT I BUILDING 2UQACK FRONT = 25' REAR = 15' SIDE = 5. 0' SIDE CORNER = 10 LOT 225 LOT = 5,212 so FT LIVING = 1,467 5C1J_T GARAGE 455 5C) C-7 ENTRY = 71 FSOFT_ LANAI 139 S11;7 BREEZEWAY = NIA 7 DRIVEWAY 404 V A/C PAD = 18 WALKWAY = 0 S IMPERVIOUS S0' 6 24 Sn :7- SOD S Klw - 309 S APRON v 58 S SIDEWALK 186 SI) SOD = 67 S ('. i_.- r PROPOSED INFORMATION SHOWN AREA 5_521 S "), ' BASED ON SUPPLIED PLAN DRIVEWAY 4 (; 0 '150117 AND/OR INSTRUCTIONS PER SIDEWALK 256 CLIENT(NOT FIELD VERIFIED) , SOD =2. 655 S " t CRUSEiVHEYER -SCOTT & ASSOC, INC, - IAND SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-32,32 FAX (407)-658-14,36 PF PLAT a FIELD PJDA_ TYP. POINT ON LINE TYPICAL NOTES: IP. WON PIPE PRr- POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR, IRON ROD P.C.C. PONT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES CK CONCRETE MONUMENT RAD, RADIAL 2. UNLESS EUOOS$ED WTH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SETI.R.1/2' REC. I. R. '/#L0 4596 RECOVERED MR. W.P. NON -RADIAL WIT ESS POINT 3. THS SURVEY WAS PREPAR.T, FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS R0. 0• POINT OF BEGINNING CALC, CALCULATED OR EASEUVIfTS THAT AFFECT THIS PROPERTY. POINTB GB oFMMENCEMENT P.R)i PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND AIPROVEMENOS WVE BEEN LOCATED OTHERWISE TEDUNLESS0774CSHOWN. CENTERLINE FF. FINISHED MOOR ELEVATION S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY N$, D NAIL ODISK BISL. 1IUILDING SETBACK LINE B. DIMrkSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES., R/ W ESMT. III GMT F-VA Y EASEMENT N. 93. BENCHMARK BASE BEARING 7, BEARNGS, ARE BASED ASSUAKW DATUM AND ON THE LINE SHOWN AS BASE BEARING (9.0) DRAIN. DRAINAGE S. C,&VAIIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM Or 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY P. CE471FICATE OF AUTHORIZATION N.. 4.59C CLFC. VDXC. CHAIN LINK FENCE VOOD FENCE C/ B CONCRETE BLOCK SCALE 1' 20 DRAWN BY. P. T. POINT OF CURVATURE P 0IN T DF TANGENCY DESCRIPTION CER77F7f'() 9r DATE ORDER -(57NoR L« ADIUSARC LENGTHPLOTPLAN 04-09-18 2167-18 1 DDELTACHORDFORA480ARDFOUNDATION/ELEVS. 06-20-18 4050-18 C C. B. CHORD REARING FINAL/FLEVS. 10-27-2018 7002 - 18 NORTH THIS BUILDING/ PROPERTY DOES.NQT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* 111ICS NI! R 4 S W. Tr ZONE MAPI12117C0055FL. R jew Florida Building Code Duct Leakage Results Builder: Neighborhood: Lot #: Address: City: State: FL Permit #: Square Footage: /ZZZ- Stage of Construction for Test FIRough in with Air Handler Rough in no Air Handier El Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: jotd/c System CFM25 Square Footage Duct Leakage CFM/100sq Location Pass or Fail Z, 2 3 4 5 MR Rating Company: SkYeTecO Rater Name: Eric Goodwell Rater Signature: F-] Fail Inspection Date: —4L z C" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866. S KYETEC www.SkyeTec.com 11L" When Buildings Talk, Wo Liston. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method X& Project Name: z" Builder Name: 7 Street: /f e-cl 4 '17 Permit Office: City, State, Zip: Permit Number: Design Location: Jurisdiction: Square Feet: Conditioned Volume: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: Leakage Characteristics Fail CFM (50): " ACH(50): R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0,2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)ft (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off-, and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 2 Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSURESNETACC 380 to meet the 2017 residential energy code.