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2832 Gipper Cir 18-262; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 DATE: January 25, 2018 BUILDING APPLICATION #: 18-10000062 BUILDING PERMIT NUMBER: 18-10000062 UNIT ADDRESS: Gipper Cir 2832 it22-20-30-520-0000-0240 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: David Weekley Homes ADDRESS: 1111 N. Post Oak Road HOUSTON TX 77055 LAND USE: Reagan Point TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2832 Gipper Circle Reagan Point Lot 24 SFR detached 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 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD HousingN/A 5,000.00 1.000 dwl unit 5,000,00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 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 OCCUPANCY 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 roP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE r2 2018CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ! d ('e Documented Construction Value: S 2G•3'Z Job Address: G` ` 1RF Historic District: Yes No 06 Parcel ID: - Residential V Commercial Type of Work: New NJ Addition Alteration Repair Demo Change of Use Move Q Description of Work: L j &a 51 ,. : t E 33a1A1(_ k W2S_ kQW F. Plan Review Contact Person: ''7Q fK k Title: 11 ( lily %Qi Phone: (I()) • Fax: Email. ( •C h-{ Property Owner Information Name CHNo iNLLC / 1 ffi L4 . Phone: Street: Resident of property? City, State ZIp: tSC"uL",'TV_ Contractor Information Name Phone: /407 - f! • it &'%.i City, State Zip: "!i State License No.: C=L-G1 a'l!2 221 Architect/ Engineer Information Name: Phone: (- Street: Fax: t- V-1 - City, St, Zip: 32.? f E-mail: Ex CtU} S Bonding Company: Mortgage Lender: Address: Address: WARNING TO ONVINER: 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. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 103.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"Edition (2014) Florida Building Code Rvviwd:. tune 30, 2015 PtTmit Application 1'QjICE In addition to the requiremeats of dus permit, tb=- may be uatioum: restrictions appLicablo to t!ds property C-at may be found in the pubic records of this county, and there may he additions: pernido rcquircd ftm od%cr gov.-mmoutal entines such as water maragerron: disuies, state agencies, or feeerat agencies. Acceptance of permit is verification " I will notify the owner of *.c property of the requiroMCD73 of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of po,-mit submittal. A copy of the executed contract is required in order to calculate a plan mvicw charge and will be considered the estimated P=st;zuction slue of the A at the ame of submittal. The actua: construction value will be figured based on the current ICC Valuation Tabl* In effect at the 6= the permit Is issued, in acco,-dA.w-- with local ordinance. Should calculated cW&ci fl&uvd off (1-te executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. QWLN'&9'§ AULR63aj: 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. S46aturo eCf1*'WJ'A4-f 44-1 D4tc at' MW coal irarJA&wr: to RA:CHEL BLACKWELL] YP RAC;ULACKW]ELL Comm. Notary Public - State of Florida i r S Notary Public -Stara of Florida My C: Expires 1 2 2018MyComm. Expires Jan 12, 2018 as anFYComm. Expires Jan 12, 2018 Commission # FF 062350 Commission P 0Commission # FF 2WOMeor '110RilowQ-$ - Pe to Me or Typo of ID Produced ID ype 0 BEL!QW IS FOR OFFI!QE, USE QNLY Permits Required: BuildiugrLaEleclz--", -ical 17-L251L" mochanical 2- Pitunbinga Gas[] Roof (a Construction Type. Occupancy Use: Flood Zone: )(-5E-6 Total Sq Ft of Bldg: Min. Occupancy Load: t # of Stories;. Z New Construction: Electric - # of Amps / Plumbing - # of Fixtures k 2 Fire Sprinkler Permit: Yes D No R ft of Heads Fire Alarm Permit, Yes El No'E'111— APPROVALS: ZQNING54 UTILITIES: WASTE WATER: ENGINTERTNNG: EfL FIRE: BUILDING: !jC COMMENTS: Ok to construct single family home with setbacks and impervious area shop , vn on plan. - - ----- - ----- Rcviscd: luzo 30. 2015 Pandit A#plustlon tD JAN _ 2 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 (F Documented Construction Value: S _ I ` I Tl, Job Address: , Historic District: Yes No Yam" Parcel ID: Residential 19 Commercial Type of Work: New Addition 0 Alteration Q Repair Demo Q Chanae of Use Move Description of Work: Plan Review Contact Person; Title: Phone; -) • "a Fax; Property Owner Information Name CN - L Phone:'lt3 •-Ilfa•-`a3t 5 Street: Resident of property? City, State Zip: Contractor Information Name Phone: !!07 — Street: 22 1lTM_ (3jjUE >t'QO Fax: R City, State Zip: FU l State License No.: C GI !t Architect/Engineer Information Name: Phone: (n Street: Fax: QQ-1 City, St, Zip: A TA-, 31.`NE-mail: (_6H Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR VVIPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COMNIENCENIENT 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 regulati ng 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 Shalt be inscribed with the date of appticntion and the code in effect as of that date: a'^ Edition (2014) Florida Building Code R4 riscd: lung 30, 2015 fen nit Application MICE In add•,9on to th-, requiremea(s of this permit, theta may be additions! restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required born other gov.-mmentat cnkitics such as water maragcrren: districts, state agencies, or federal agencies. Acceptance o;' permit is veriacation that I will cotify the owner of the property of the requircmen-s of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit sabntidal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated cor starcdon value of the job at the time of submittal. The actua: construction value will be figured based on the current ICC Valuation Tabl: in effect at the time the permit is issued, in aecordano: with local ordinance. Should calculated charges flr=d off Cie executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. WLNER'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. 17VA' 9&40/70r)44 A'-'-?q/n Sist ttav of .ig t pate S o; C Agra Date RAGHEL BLACKWELL Notary Public - State of Florida My Comm. Expires Jan 12, 2016 Commission # FF 062350 iefe or Type of U) Notary Public - State of Florida My Comm. Expires Jan 12. 2016 Commission # FF QQ¢¢2 0 ent is P rsonally t 14 to Me or 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: 11in. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes Q No # of heads Fire Alarm Permit: Yes Q No Q f APPROVALS: ZONING: UTILITIES:. WASTE WATER: COMMENTS: ENG tI'?EERING: FIRE: BUILDING: d i Revisal:1= 30, 20l S Permit AppQcatim ; ON * 3 Revision 0 Response to Comment Permit # City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 2 - zCQ -I Project Address: `701 Contact: Email =W-tC42(:,E Trades encompassed in revision: ga- Building El Plumbing Electrical 11 Mechanical 0 Life Safety 11 Waste Water Department Utilities Waste Water 0 Planning 11 Engineering 0 Fire Prevention 0 Building Fax: General description of revision: ROUTING INFORMATION Approvals F 3, 8 - I T> TY O CTY iN Bt[tnxxFtRrPRNvRs o, Dtt isioN NF300N. PARK Av Exit SANFORD, Fi,ORIDA 32772 F i R[ 1 Hi ,'A R N', F N T Puom,: 407.688.5150 FAx: 407.688.5 t 52 PLAN REVIEW COMMENTS Application Number: 18-262 12 Date: 02-23-2018 Project Description: N w SM ` 1 Contact Name: Tracy Wiggers Job Addr : 361LGipp7erCircle Contact Email: twi gers.Gi « ruail.com This is a general ove p tanee in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved, Changes to plans shall be submitted on the same size format as the original submittal -- changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at u u _5amtordfl,gok. Provide two copies ofaffected glare sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: L This permit was submitted on 01-02-18. The plans have been designed to meet the 2014 Florida Building Code and 2011 National Electric Code. Any permits submitted after 12-31-17 are required to meet the 2017 Florida Building Code and 2014 National Electric Code. Please revise as necessary. All plan pages and applicable documents need to be addressed. Answer to comments plan pages need to be re-inserted into the existing set of plans by the person submitting the answer to comments.** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plaits examiner to discuss comments will require an appoitrtment, arranged by phone or email 17rior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official I I P 0. ii ! I. City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Twiggers(-Wgmail.com Property Address: 2832 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0240 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: Al New structure Ej Existing Structure (pre-2007 FIRM adoption) 0 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 1202940160F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain F-1floodway E] A portion of the parcel is in the: El floodplain 0 floodway Al The parcel is not in the: 01floodplain E]floodway The structure is in the: F-Ifloodplain F-1floodway The structure is not in the: E] floodplain EJ 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# 18-262 Reviewed by: Michael Cash, CFM Date: January 3, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping i11 Right -of -Way Department of Planning & Develop ment Services 300 North Park Avenue. Sanford, Fka:da 32771 Phone: 407.00.5140 Fax. 407.M5141 TFds Derr(: suftwrtzea work to be done on the sutledt praparty or In T* Olt/ of Senfafd's fW-of-rvay tr accordance with the Cnye reg u4Of011a and the attached 00natr 1011 plans approved as part 0f this perml. -he permit is required for driveway or s udewa+ k construction ever 100 square fact of ccncrele or other matedai on the s 4 agub}ed pa Oat and I any t nstruction of a driveway, wanttnray or landscape improvemerts kdt l the city right -of -gray, it does not spl", io any work wthtt any other iutladtc n'e right 0f way At requested tnfwmatl0n below as rat as a aarartt survey, site pion or plot clearly tdenttlying the aa an , fwtow alza and locatton of the tartating right-cf-way and use shall be pmAded or application could be delayed. Gsati . rwdo r 1. Project t OcaCor/AAdrosa: 2 Proposed ActIvlty: oriveway © Mlkway El Other a Schedule of wer": Start Date Complatlon Cate lj Emergency Ropaira 4, Edef Desorlpaon of Vlod Maintenance Resoonsibilldeaftndemnincation T,* Roqvostac and this auca aore and saaklns, snall be responsible for Perpetual maintenance of the !morowient asstaaed urCer tasy Pgrseman; This shalt rn of kro improvor et and ulpaved pin c( dDmvo(f + djacoM rwrmFtaquesWr nrey, N iih wratara Cuy attttKxfzatdan, remove aaM Inaht xprovamot t tt1aY rastorfctg 410 r art -of way to tta roue cq ttfort (n the event tt"al arty MA" ccnauucttun w madsvays, uisatea, siarmwadar eaaaaaa ar any gonoral maantanarada actiYitlea oy ats Gary haoomaain oars xtttt the above parmitted activity, urt pamove ahali remove. are 0 tho pubac right -of --way- If the Requoutor apex net d tY tttalrttalrt Ictptvaamanl and 4roa ri acandartca whh pn Aou y stated r itaria or completely restore a" rlgt"-way to Its previous CNy Maa l, afar appretp ate noacs, restore ltJt area to Nil arevbua canditiort at the Requesior's expense and,'.(necsssafy, file a Fart an the Requesror a propsrgr raccrr r data of matoratkm To"fuller oaaer>t aernited by low, Request r agrees to defor d, khdemrilty, and had hatrHass tte City, Its tcloorac ne, agents, sorvarts, or employ - so sea ( appointed, to(dra t_} kom andageinst arty Mot all liabilities, claims. panalUos, donanda, xutht, )Wgmwta. losses, 4xpaneaa damages (dirty, kusrvct or total}, or Y of arty nekxe whatsoever to person or property, and the costa and earpertaes Incident thereto se:u nq costs of defanso. soComant, and ressonscfa suomay'a has up to and ktatudktg an appeal;, Mau" in any fashion darn or o1oing directly or hdirecty out of or with the sun *few Owe right-ot-way. I have rj&d and uncigoAaniLthe above statement and by signing this application I agree to Its terms, fir.•-s.../ J/O//lei This permit shall be posted on the site during construction. Please call 407.855.5050 24 hours in advance to schedule a pro -pour lnepectloo. fofe-pour ktspecticri by: Date: Official Use Only Application No: Fee: Date: Reviewed; Publicworts Dote: UUM43 Date: Approved* beedr1l Date: Site Inspec_-d by: Data: Spec!Isl Permit Condtions: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: i I hereby na e and appoint: an agent of. ha.111 c) (A e f— to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: 6:1itr>-io Cxvct(,-- Swm Address) Expiration Date for This Limited Power of Attorney'. Z zo a License Holder Name: State License Number. Signature of License Holder: Ff STATE OF FLQRIDA COUNTY OF — The foregoing instrume w s ackno vled cd before me this 29 day of DEL -2 , 204_1_, by lq'm- 'e - who is Versonally known to me or o who has produced as identification and who did (did not)akc an qAtb- rl'i'l ( j Notary Seat) A RACHEL BLACKWELL Notary PUMIC - State of Florida my Comm. Expires Jan 12,2018( 5 Commission # FF 062350 W Rev. 08.12) I/ I L k I,U or type name Notary Public - State of Commission No. My Commission Expires: AGREEMENT ALI, RESIDENTfAL PROPERTIES Albimonte, Springs, Casselberry, Longwood, Oviedo, Swiford, Seminole County, Winter Springs Daw; Project Name: P&Project Address: N Ai C_o BuildingpourmiM Flectrica! Permit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings, 2. The facility will not be occupied until a certificate of occupancy has been issued. 1 If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually Indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees, 4. Prior to pre -power, the building or structure shall be weather light and secure. The, electrical wiring In the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspect6r, 5. Interior electrical rooms shall be lockable, if electrical panels are In an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The liccPsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. G. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. irprovided, the Are sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only. 9. Clieck with the local jurisdiction for fees associated VV'ItI1 tugs, Bould-, buiffle Print Name of 0 r/Tenant gnat ofowredTenant OJA T--kkf -fie- Print _MK; of (Jeu. Contractor SignatA of Gen. Uontrictor DO 4 "1 e-1 Gen, Contractor License # PrintNameof 1. ontractor Signature of El. Contractor I o El. Contractor License # JURISDICTION EMPLOYEE NAME:----- JUMSDICTION: CALLED INTO: Q Progress Energy o Florida Power and Light on ROV. O2r10115) Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. i 250 E. Colonial Dr., Ste. 301, Orlando, Florida 32801 jelep one.L407422-Z;3, WE17052 RFC KOUNQ IWORMATION ABOVE THIS LINE I NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0240 STATE OF FLORIDA COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: I. Legal Description of the Property: Lot 24, Reagan Pointe, according to the map or plat thereof, as recorded In Plat 1311ok 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2832 Gipper Circle, Sanford, Florida 32773 12, General Description of ImErovement: Construction of single-family residence and gplicabic associated !Mrovements. 13, Owner/ Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor' s: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 bPhone Number: (407) 865-9992 S. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number. N/A c) Amount of Bond: N/A 5. Lender: (a) Name and Address: NIA; Q2) Phone Number NIA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1!)7, Florida Statutes . (a) Name and Address: N/A (bPhone Number N/A S. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided III, section 713,13(1Lb, Florida Statutes: (,,I) Name and Address: N/A. (h) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and llm3l payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes, Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief OWNER W"Idey Homes, LLC a Delaware limited liability company By:____, John Kingniaeaffin- gls Authortzed Agent STATE OF FLORIDA COUNTY OF ORANGE I UEREBY CERTIFY, as an officer duly authorized to take acknowledgments and Oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument, I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because: K I personally know him/her/them OR — I have satisfactory evidence of same based upon a _ Florida driver's license or _ Other identification: WITNESS my hand aril offieW seat in the State and County aforesaid this 27th day oC6( 2017 Notary Public Signature t PC AC4 NOTARY NAME SEAL IMM IIIATELY MOW) DEBW BRUCKS CWainim 0 GG 141236 E19*"S6PWWW10. 2M Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 let ie- 407-422-223, WE17052 MO_KDINO INFORMATION ABOVE THIS LINE I NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0240 STATE OF FLORIDA COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: J. Legal Description of the Property. Lot 24, Reagan Pointe, according to the map or plat thereof, as recorded in Plati tll(ook 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2832 Gip per Circle, Sanford, Florida 32773 2. General Description of !Mrovenient: Construction of single-family residence and Mlicable associated !Mprovements. 3, Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 1 4. Contractor's: (a) Nam and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drivc, Suite 3300, Altamonte Sprim p, Florida 32714 bPhone Number: 110Z) 865-9"2 5. Surety ( if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A tc) Amount of Bond: N/A 6. Leader: ( a) Name and Address: N/Ai (bPhone Number N/A 17. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(L)7, Florida Statutes Name and Address: NIA (bl Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided III Isect ion 713. 13(i) , Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A I). Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and I 1-mal paymentto the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER, ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713. 13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief, OWNER Weekley Homes, LLC a Do4aware limit(-(] liability company By: Authorized John Kingina AgentSTATEOF FLORIDA COUN"rY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personalty appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware lituited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because: ^ I personally know him/her/them OR — I have satisfactory evidence of same based upon a _ Florida driver's license or _ Other identification: WITNESS my hand and official seal in the State and County aforesaid this 27th day of October, 2017. Notary Public Signature MACL NOTARY NAME SMtMMEDIATFLY 66LOW) DEBWBRU= CoivrkniMS0010236 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # I ' Address4 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 sip er Circle ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final IUMBTTGPERML _ . :., M, WE Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Projectect Name: Lot24ReaganPointe7413B Builder Name: David Weekley Homes Street: 2 '3 2, 1?. C-k eCk-r= City, State, Zip FLS TlDjl Permit Office: Permit Nur 2 6 Owner:T>W1'(z> V0Q_-E_IiiL) Jurisdiction: 691 0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1, New construction or existing New (From Plans) 9. Wall Types(2488.7 sqft,) Inftlation Area 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=13,0 1350,00 ft' b, Concrete Block - Int Insul, Exterior R=7,0 896.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 3.0 242,67 W 4, Number of Bedrooms 4 d, N/A R= ft2 10, Ceiling Types (1314.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=38,0 1278.00 W 6, Conditioned floor area above grade (ft') 2022 b. Knee Wall (Vented) R=19,0 36,00 W Conditioned floor area below grade (ft') 0 c. N/A R= ftz 11, Ducts R W 7. Windows(241,8 sqft,) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 404.4 a, U-Factor: Dbl, U=0,34 241.78 ft2 SHGC: SHGC=0,30 b. U-Factor: N/A ft2 12. Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 34.8 SEER15,00 c, U-Factor: N/A ft' SHGC: 13, Heating systems kBtu/hr Efficiency cl, U-Factor: N/A ft2 a. Electric Heat Pump 34,6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1,333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a, Electric Cap40 gallonsEF: 8. Floor Types (1278.0 sqft.) Insulation Area 0.940 a. Slab -On -Grade Edge Insulation R=0.0 802,00 ft' b. Conservation features b. Floor over Garage R=19,0 395,00 ft2 None c, other (see details) R= 81,00 ft2 15. Credits Pstat Glass/ Floor Area: 0.120 Total Proposed Modified Loads: 60.63 PASS Total Baseline Loads: 64,94 I hereby certify that the plans and specifications covered by Review of the plans and s1r. 1"E "EST4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance PREPARED BY: _ --- - ------ with the Florida Energy Code. Before construction is completed ato a DATE: 2/23/2Q18_ QsX'j this building will be inspected for 4. compliance with Section 553.908 I hereby certify that this buildin as des ed, is in compliance Florida Statutes. 41 I with the Florida Energy Code. OWNER/ AGENT: 1 0 WE BUILDING OFFICIAL: DATE: DATE: 3.8 . I s I Compliance requires certification by the air handier unit manufacturer that the air handier 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). 2/ 23/2018 12:33 PM EnergyGauge®R USA - FlaRes2017 Section R405.4,1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot24ReaganPointe7413B Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2022 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: I Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: Permit Office Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp 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 2022 18400,2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated l Main 2022 18400,2 Yes 5 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 81 ft2 19 0 0 1 2 Floor over Garage Main 395 ft2 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 96 ft 0 802 W 0,39 0 0.61 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck PitchV # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1429 ft2 320 112 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 1278 ft2 N N 2/2312018 12:33 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood 2 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood 3 Knee Wall (Vented) Main 19 Batt 9 ft2 0.11 Wood 4 Knee Wall (Vented) Main 19 Batt 9 ftz 0.11 Wood 5 Under Attic (Vented) Main 38 Blown 1278 ftz 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type_ Space R-Value Ft In Ft In Area R-Value Fraction _Absor.__Grade% - 1 N Exterior Frame - Wood Main 13 45 0 9 0 405.0 W 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ftz 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 W 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 7 30 0 9 4 280.0 ft$ 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 7 31 0 9 4 289.3 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 7 10 6 9 4 98.0 ftz 0 0 0.6 0 9 Garage Frame - Wood Main 13 26 0 9 4 242.7 W 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 31,0 ft' 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 W 1 ft 4 in 1 ft 6 in None None 3 N 2 Vinyl Law-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 11 ft 3 in None None 4 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 40.0 ft' 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 5 E 4 Vinyl Low-E Double Yes 0.34 0.3 N 17.8 ft' 1 ft 4 in 1 ft 0 in None None 6 E 4 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft' 1 ft 4 in 11 ft3 in Drapes/blinds Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.34 0.3 N 60.0 W 1 ft 4 in 11 ft 3 in Drapes/blinds None 8 S 5 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 W 1 ft 4 in 1 It 6 in Drapes/blinds Exterior 5 9 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 10 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 2.0 ft` 1 ft 4 in 1 ft 6 in Drapes/blinds None 2/ 23/2018 12:33 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE V9 1 Floor Area Ceiling Area 395 ft2 395 ft2 Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 64 ft 8 ft INFILTRATION Scope I Wholehouse Method Proposed ACH(50) SLA 000405 CFM 50 ELA EqLA ACH ACH 50 2146,7 117,85 221,64 3638 7 HEATING SYSTEM V # 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:8,5 34.6 kBtu/hr 1 Ducts sys#1 COOLING SYSTEM V # 1 System Type Central Unit/ Subtype Split Efficiency Capacity Air Flow SHR Block SEER: 15 34.8 kBtu/hr 1044 cfm 0.75 1 Ducts sys#1 HOT WATER SYSTEM V# 1 System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0,94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume FEF DUCTS 1 Supply ---- Location R-Value Area Attic 6 404A ft Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool Main 101,1 ft Default Leakage Main (Default) (Default) 1 1 2/23/2018 12:33 PM EnergyGauge®R USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool ng an Fe b Mar Apr May Jun Ju XAujXj Seep Oct Nov Dec Heatingtng Jan Feb Ma j Apr Mayi Jun]Julrlxl Aug j Oct NovHX DecHVentingJanFebXMarXAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/23/2018 12:33 PM EnergyGauge®R USA - FlaRes2017 Section R405,4.1 Compliant Software Page 5 of 5 FORM R405-2017 ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9, Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 3,0 1350-00 ftzb. Concrete Block - Int Insul, Exterior R=7.0 896.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13,0 242.67 0:2 4, Number of Bedrooms 4 d. N/A R= ftz 10, Ceiling Types Insulation Area 5, Is this a worst case? No a, Under Attic (Vented) R=38.0 1278.00 ftz 6. Conditioned floor area (ftz) 2022 b. Knee Wall (Vented) R=19.0 36.00 ftz c. N/A R= ft, 7, Windows— Description Area 11, Ducts R ft2 a, U-Factor: Dbl, U=0.34 241.78 ftz a. Sup: Attic, Ret: Main, AH: Main 6 404.4 SHGC: SHGC=0.30 b, U-Factor: N/A ftz SHGC: 12. Cooling systems kBtu/hr Efficiency c, U-Factor: N/A ftz a. Central Unit 34.8 SEER:15,00 SHGC: d, U-Factor: N/A ftz 13, Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 34,6 HSPF:8,50 Area Weighted Average Overhang Depth 1,333 ft. Area Weighted Average SHGC: 0.300 Floor Types Insulation Area 14, Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 802,00 ftz a. Electric EF 0.94 b, Floor over Garage R=19,0 395,00 ftz c, other (see details) R= 81.00 ftz b. Conservation features None 15, Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspectio erwise, a new EPL Display Card will be completed based on installed Code compl' nt fe re Builder Signature: Date: Address of New Home: •Gt OR2140—, eCkC— City/FL Zip: Gpl,rW C7; 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 R303,13 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/23/2018 12:33 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4,1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot24ReaganPointe7413B 4DEL-AIF Date: 3/7/2017 N1Mti Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM I Project Information For: David Weekley Homes Design Conditions Outdoor design DB: 93.0°F Sensible gain-, 23818 Btuh Entering coil DB: 76. VF Outdoor design WB: 75.2°F Latent gain: 3191 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 27009 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 26083 Btuh 110% of load Latent capacity: 4675 Btuh 147% of load Total capacity: 30758 Btuh 114% of load SHR: 85% Design Conditions Outdoor design DB: 40.9°F Heat loss: 22053 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow-, 1100 cfm Output capacity: 31557 Btuh 143% of load Capacity balance'. 30 IF Supplemental heat required: 0 Btuh Economic balance'. -99 IF Meets are all requirements of ACCA Manual S. lz;5x 2017-Dec-26 12 43 25 wrightsoft,1,gll-SuiteO Umversal 2017 17,0,23 RS,)24011 Page I 24ReaganP) inte74136 Lot24ReaganPo:nte74136,rup Cale . MJ8 Rouse faces W DEL-AIR Component Constructions KAM M CON8111nolilim Entire House DEL -AIR HEATING & AIR CONDITIONING 531 C001SCO WAY, SANF(YID FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web WWW,DtL-A1P,C,0M Job: LotMeaganftinl:0411313 Date: 3/7/2017 By: FJF P"o 90 Information For: David Weekley Homes Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 290N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr!lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft, Btuh ql-'i7 ft,-F,'BRm Blurt, Blu h atu h Air Bluh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1Z' gypsum board int n 366 0.091 110 2.65 969 2.37 867 fnsh, 2"x4" wood firm. 16" o.c. stud 0 230 0.091 13.0 2.65 609 2,37 545 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1 2" gypsum board int fnsh 166-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins. 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood firm, 16" o.c stud s 385 0.091 13.0 2.65 1020 2,37 913 W 237 0.091 13.0 2.65 627 2.37 561 all 1218 0.091 13.0 2.65 3224 2.37 2886 n 221 0,167 3.0 4.86 1072 3.31 731 e 178 0.167 3.0 4.86 865 3.31 590 s 289 0.167 3,0 4.86 1406 3.31 959 W 74 0,167 3,0 4.86 359 3.31 245 all 762 0.167 10 4,86 3702 131 2525 n 10 0.049 IM 1,43 14 2.67 27 e 11 M49 IM 1.43 16 2.67 29 s 10 0.049 19.0 1.43 14 2,67 27 W 11 0,049 19,0 1.43 16 2.67 29 all 42 0.049 19.0 1,43 60 2.67 112 Windows 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, clr low-e ;nnr, 11/4" gap, n 1/8" thk: NFRC rated (SHGC=0.30), 50% drapes, medium; 133 ft overhang (5,2 it window ht, 1.5 it sep.). 6.67 it head ht W all 28-2fv: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1 4" gap. n 1/8" thk: NFRC rated (SHGC=0,30); 133 ft overhang (2 ft window ht, 1.5 ft sep.); 6.67 it head ht 26-2fvi 2 glazing, cir outr. air gas, vni frm mat, cir low-e innr, 14" gap. n 1/8" thk; NFRC rated (SHGC=0,30), 1,33 ft overhang (4 ft window ht, 11.25 ft sep): 6,67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vril frm mat, cir low-e innr, 1 4" gap. e 1/8" thk, NFRC rated (SHGC=0.30)150% drapes, rnediUM: 1.33 ft s overhang (4 ft window ht, 1.5 ft sep.): 6.67 it head ht all 225 0.091 13.0 2,65 595 1.47 330 31 0.340 0 9.89 309 10.6 331 31 0,340 0 9.89 309 29.7 928 62 0,340 0 9,89 617 202 1258 8 0,340 0 9.89 79 12.4 99 8 0.340 0 9.89 79 12A 99 40 0.340 0 9.89 396 29.7 1189 20 0.340 0 9.89 198 10.6 212 60 0.340 0 9.89 594 23.4 1401 2017-Dec-26 12 43 25 wrightsoft p,9,,,s,,,,0Untversa1 2017 170,23 RSU24011 Page I 124tqeaganPointe74 3B'[,.ot24ReaganPointe74138.rup Calc = MJ8 House faces W 10C-v: 2 glazing, clr outr, air gas, vnl frm rriat, clr low-e innr, 1/4" gap. e 13 0.340 0 9.89 177 24.2 432 1/8" thk ' NFRC rated (SHGC=0.30): 1.33 ft overhang (67 ft window ht, 1 ft sep,); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 24 0.340 0 9.89 237 29.7 714 1/8" thk: NFRC rated (SHGC=0.30) ; 50% drapes, medium: 133 ft overhang (6 ft window ht, 11.25 ft sep,): 6.67 It head ht e 60 0340 0 9.89 594 29.7 1784 all 84 0,340 0 9.89 831 29,7 2498 26-2tv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 14" gap, w 2 0,340 0 9.89 20 29,7 59 1/8" thk ' NFRC rated (SHGC=0.30). 50% drapes, medium, 1.33 ft overhang (I ft window ht, 1.5 It sep.): 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 USIO 0 1L3 272 12.1 291 n 18 0.390 0 11.3 203 12.1 216 all 42 0,390 0 11.3 475 12.1 507 Ceilings 16B-38ad: Attic coiling, asphalt shingles roof mat, r-38 ceii ins, 1/2" 1284 0.026 38.0 0.76 971 1.42 1821 gypsum board i nt fns h Floors 20P-19t: Fir floor, firm fir, 6" thkns, r-19 cav ins, amb ovr 81 0.050 19.0 1.45 118 0.73 59 20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, gar ovr 400 0.050 19.0 1.45 582 0.73 291 22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989 0 283 2763 0 0 2017-Dec-26 12:43 25 wrightsoft' Rqht-SuiteO Universal 2017 I7.0,23 RSU24011 Page 2 I 24ReaganPointe7413B'Lot24ReaganPosnte74136.r*(ip Calc = MJ8 House faces W K xvu: Lom nw^oanpvm r^/oo 0 q Project Summary om onr o wnm n m Entire House By: rJF DEL -AIR HEATING & AIR CONDITIONING m`000/scoWAY. SAwpoeopLnernPhone: +woo,-2o65Fax: ^n,-333'38m weo.wWW.os1_mn,omw For: David VVaekleyHomes Notes: LS12/2O17JA formation Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 83 OF naid*db 70 OF naidedb 75 OF DeaignTD 29 OF Design TD 18 F Daily M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19048 Btuh Structure 19691 Btuh Ducts 3007 Btuh Ducts 4127 Btuh Central vent (Uohn) 0 Btuh Central vent (Odm) O Btuh Humidification O Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22053 Btuh Use manufacturer's data y Rate/swing |tr 1.00 Infiltration Equipmen(oonoibe|ood 23818 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2552 Btuh Ducts 639 Btuh Central vent (Oofm) O Btuh Heafin Cooling none) A ( u 2O2 2O22 Equipment 3191 Btuh Volume (fF3) 13050 18050 Ai/ oh hour 0. 41 0.21 Equipment Total Load (Sen+Lm ) 27009 Btuh Equiv. AVF (o/m) 130 67 Req. total capacity at 0.76SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrie Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14N AHR| /e[ 9182428 Coil FB4CNP036L AHR|/ef 9182429 Efficiency 8.2HSPF Efficiency 11 5EEH. 14SEER Heating i 2475U Btuh Heating output 33800 B\ uhV 47°F Latent cooling - 8250 Btuh Temperature rise 28 F Total cooling 33000 Btuh Actual air flow 1100 ofm Actual air flow 1100 ofm Air flow factor 0. 050 cfm/Bkh Air flow factor 0,046 cfm/Btuh Static pressure 0i30 mH2O Static pressure O 30 mH2D Space thermostat Load sensible heat ratio 0.88 Capacity balance point 80° F Calculations ACCA to meet all requirements of Manual J 8th Ed mr 0htso0' n.nm' u..e o"..ou mn `,.ozonoumox Page `/a eo `m.u ww°",o=ew`ommm o* .o^upv."/^e nca~wJo xo"c oo'o"eW `' QEL-AIR Right-JO Worksheet ll.w""'Mcamnown Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone 401-831-2665 [`ax, 407-333-3853 Web WWW.0;_-L.-AIP.COM Job: Lot24Reaganftinte741138 Date: 31712017 By: FJF i Room name Entire House pwdr 2 Exposed wall 246.0 It 13.0 It 3 Room height 9.1 it 9.3 If heat/cool 4 Room dimensions 4,5 x 8.5 If 5 Roorn area 2087.3 ft2 38.3 ttz Ty Construction U-value Or HTM Area (ll') Load Area (tv) Load number Btuhft'-F) Btuhvft') or perimeter ftt) 13tuh) or perimeter (ft) Btuh) Heat Cool Gross N/P S Heat cool Gross N,PiS Heat Cool 6 12C-Osw 0.091 n 2.65 2.37 405 366 969 867 0 0 0 0 2A-2ov 0340 n 9.89 10,59 31 0 309 331 0 0 0 0 213-2tv O, 340 n 9.89 12.39 8 0 79 99 0 0 0 0 13A-3ocs 0,167 n 4.86 3.31 229 221 1072 731 0 0 0 0 1 2B-2tv 0.340 n 9.89 12.39 8 0 79 99 0 0 0 0 W 166 -19ad 0.049 n 1.43 2,67 10 10 14 27 0 0 0 t__11 12C-Osw 0.091 e 2,65 2.37 270 230 609 545 0 0 0 2A-2ov 0.340 e 9.89 29.74 40 0 396 1189 01 01 0 0 3A -3ocs 0.167 e 4.86 131 280 178 865 590 0 0 0 0 TE 1 IOC-v 0.340 e 9.89 24,20 18 0 177 432 0 0 0 0 2A-2ov 0340 e 9,89 29,74 24 0 237 714 0 0 0 0 2B-2tv 0.340 e 9.89 29.74 60 0 594 1784 0 0 0 0 W 16B-19ad 0,049 e 1,43 2,67 11 11 16 29 0 0 0 0 12C-Osw 0.091 s 2,65 2.37 405 385 1020 913 0 0 0 0 2A -2ov 0.340 s 9,89 10.59 20 20 198 212 0 0 0 0 W 13A-3ocs 0.167 s 4.86 131 289 289 1406 959 79 79 385 263 W 16B-19ad 0.049 s 1,43 M7 10 10 14 27 0 0 0 0 12C-Osw 0.091 W 2,65 237 270 237 627 561 0 0 0 0 2A -2ov, 0.340 w 9.89 29.74 31 0 3019 928 0 0 0 0 2B-2tv 0.340 w 9,89 29.74 2 0 20 59 0 0 0 0 13A-3ocs 0,167 w 4.86 3.31 98 74 359 245 42 42 204 139 D 1 IDO 0.390 W 1135 12.11 24 24 272 291 0 0 0 0 W 16B - 1 9ad 0,049 w 1.43 2,67 11 11 16 29 0 0 0 0 12C-Osw 0,091 M5 1.47 243 225 595 330 0 0 0 0 il DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 16B -38ad 0.026 0.76 1,42 1284 1284 971 1821 0 0 0 0 F 20P-19t 0.050 1,45 0.73 81 81 118 59 0 0 0 0 F 20P - I 9t 0.050 1.45 0.73 400 400 582 291 0 0 0 0 F 22A-tpl 0.989 28.78 0,00 803 96 2763 0 38 13 374 0 6 c) A ED excursion 74 40 Envelope losFigain 14887 14454 964 362 12 a) Intiltrat(on 4159 1318 220 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 01 Appliances/other 3000 0 Subtotal (lines 6 to 13) 19046 196911 1184 1 431 Less external load 0 0 0 0 Less transfer Q 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19046 19691 1184 431 151 Duct loads 16". 21] 3007 4127 10%l 10". 118 431 Total room load 2053 23818 1 1302 475 Air required (cfm} 1100, 11001 65 22 Calculations Meroved by ACCA to meet all r2quirements of Manual J 8th Ed. wrightsc>ft, 2017-Dee-26 12 43 25 Right-SuiteO Universal 2017 17,0.23 RSu24011 Page I t24ReaganPointe7413B Lot24ReaganPointe74l3B.fUP talc = MJS House laces W DEL-AIR Right -JCS Worksheet wpm 1 40 WW"MM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFOR0, Fl_ 32171 phone- 407-831.2665 Fax' 401-333-3853 Wet) WWW.Dt-t -AIP.COM Job: Lot2413eaganPointe74113B Date: 3i7/2017 By: FJF I Room name family kitchen 2 Exposed wall 42.5 ft 18.0 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 4213 ft 1.0 x 238.5 It 5 Room area 423,3 it' 238.5 IV Ty Construction U-value Or HTM Area (W) Load Area (W) Load number 13tutift2-fl BtullIft') or perimeter (h) Btuh) or perimeter (ft) Eltuh) Heat Cool Gross N;P ieatG-1 Gross N,P2S- Heat Cool 6 VL 120-Osw 0.091 n 2.65 2,37 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9,89 10.59 0 0 0 0 0 0 0 0 213-2tv 0.340 n 9,89 12.39 0 0 0 0 0 0 0 0 13A-3ocs 0.167 n 4,86 3.31 0 0 0 0 168 168 816 557 11 26-2fv 0340 n M9 12.39 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1 A3 2.67 0 0 0 0 0 0 0 0 12C-0sw 0.091 e 2,65 2.37 0 0 0 0 0 0 0 0 t---G 2A-2ov 0.340 e 9,89 29,74 0 0 0, 0 0 0 0 0 3A-3ocs O. 167 e 4.86 3.31 131 71 343 234 0 0 0 0 TE 1 1OC-v 0.340 e 9.89 24.20 0 0 0 0 0 0 0 0 2A-2ov O.340 e 9.89 29.74 0 0 0 0 0 0 0 0 2B -2tv 0,340 e 9.89 29,74 60 0 594 1784 0 0 0 0 W 168 -19ad 0.049 e 1.43 2.67 01 0 a 0 0 0 0 0 12C-Osw 0.091 s 265 2,37 0 0 0 0 0 0 0 0 2A -2ov, 0,340 s 9.89 M59 0 0 0 0 0 0 0 0 W 13A-3ocs O. 167 s 4.86 131 210 210 1020 696 0 0 0 0 W 16B-19ad O.049 s I.43 2.67 0 0 0 0 0 0 0 0 0,091 w 2,65 2.37 0 0 0 0 0 0 0 0 Tn12C-Osw 2A-2ov 0.340 w 9.89 2934 0 0 0 0 0 0 0 0 213-21v 0,340 w 9.89 29,74 0 0 0 0 0 0 0 0 t' 3A-3ocs O. 161 w 4.86 3,31 56 32 155 106 0 0 0 0 11 DO O.390 w 11,35 12.11 24 24 272 291 0 0 0 0D W 16B-19ad O.049 w 1,43 2.67 0 0 a 0 0 0 0 0 I I 2C-0 w 0.091 2.65 1.47 182 182 482 267 61 4.1 113 63 11D0 0.390 n 11.35 1Z11 0 0 0 0 18 18 203 216D C 16B -38ad 0,026 0.76 1,42 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 423 43 1223 0 239 18 518 0 6 c) A ED excursion 214 183 Envelope loss,gain 4090 3593 16501 653 12 a) Infiltration 721 2281 305 97 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliancesicither 600 1200 Subtotal dines 6 to 13) 4811 4881 1956 1950 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4811 4881 1956 1950 15 Duct loads 10". 10% 481 488 10% 1 O'er 1961 195 Total room load 5292 5369 2151 2145 Air required (cfm) 2641 248, 1071 99 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2017-Dec-26 12 43 25 lit Page 2A K Piq -SuiteO Universal 2017 17,0,23 RSU24011 t24Reaqan?ointe74136 Lot24ReaqanPo,n(e74136.rup Calc MJ8 -ouse laces W kDEL-AIR Right-JO Worksheet VAM 1 40 CM1111CM11111% Entire House DEL - AIR HEATING & AIR CONDITIONING 531 C00ISGO WAY. SAW ORD, P(- 32771 Phone 407,831-2665 Pax: 407-333-3853 Web WWW,D_L-AIP.COM Job: Lot24Reaq an Po in te741 3 B Date: 3/712017 By: FJF 1 Room name dining retreat 2 Exposed wall 22.5 It 14.5 it 3 Room height 9.3 It heat/cool 9,0 It heat;cool 4 Room dimensions 1.0 x 103.3 fl 1'0 x 2325 it 5 Room area 103.3 W 232,5 Q2 Ty Construction LI-value Or H I-M Area (W) Load Area (w) Load number Btuttiftl BtuIvfV) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NiP S Heat Cool Gross N,P S Heat Cool 6 12C-Osw Q1 n M5 2X 0 0 0 0 131 99 263 235 T M 2A- 2ov 0. 340 n 9.89 10,59 0 0 0 0 31 0 309 331 2B-2tv 0. 340 n 9.89 12.39 0 0 0 0 0 0 0 0 Vjt 13A-3ocs 0,167 n L86 3.31 61 53 256 175 0 0 0 0 1 2B-2tv 0.340 n 9.89 1239 8 0 79 99 0 0 0 0 W 16B-19ad 0,049 n 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0. 091 0 2.65 2,37 0 0 0 0 0 0 0 0 Y-G 2A- 2ov 0.340 e 9,89 29.74 0 0 0 0 0 0 0 0 1 3A-3ocs 0,167 e 4.86 3.31 149 107 522 356 0 0 0 0 0C-v 0. 340 e 9.89 24.20 18 0 177 432 0 0 0 0 2A-2ov 0. 340 e 9.89 29,74 24 0 237 714 0 0 0 0 2B-2tv 0, 340 e 9.89 29.74 0 0 0 0 0 0 0 0 W 16B - 1 9ad 0.049 e 1.43 2.67 0 0 0 0 0 0 0 0 t_r, 12C- Osw 0. 091 s 2.65 237 0 0 0 0 0 0 0 0 2A-2ov 0. 340 s 9.89 M59 0 0 0 0 0 0 0 0 W 13A-3ocs 0,161 s 4.86 3.31 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 s 1.43 2,67 0 0 0 0 0 0 0 0 12C-osw 0. 091 w 2.65 2.37 0 0 0 0 0 a 0 0 2A-2ov 0. 340 w 9,39 29,74 0 0 0 0 0 0 0 0 2B-2fv 0, 340 w 9.39 29.74 0 0 0 0 0 0 0 0 Vr-D 13A- 30cs 0, 167 w 4.86 3.31 0 0 0 0 0 0 0 0 11DO 0.390 w 11.35 12,11 0 0 0 0 0 0 0 0 W 16B-19ad OM49 w 1.43 2.6/ 0 0 0 0 0 0 0 0 rt 12C-Osw 0.091 M 5 1,470 0 0 0 0 0 0 0 D I IDO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0,76 1.42 0 0 0 0 233 233 175 330 F 20P-19t 0.050 1.45 0.73 0 0 0 0 a 0 0 0 F 20P-19t 0.050 1A5 0,73 0 0 0 0 23 23 33 17 F 22A-tpI 0,989 28.78 0.00 103 23 648 0 0 0 0 0 6 c) AED excursion 48 85 Envelope loss: gain 1919 1823 781 828 12 a) Infiltration 382 121 237 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances,,other 0 0 Subtotal (lines 6 to 13) 2300 2174 1013 903 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2300 2174 1018 903 15 Duct loads 10% 10% 230 217 23%1 31% 229 280 Total room load 2530 2392 1247 1183 Air required (ctm) 1261 110, 62 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsioft 2017-C) ec-26 12 43 25 Right-SuroO Universal 2017 17.0.23 RSu24011 Page 3 AC t24ReaganPotnte74136'Lot24ReaganPointe74136..,up Calc - MJ8 --louse faces W la DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COMSCO WAY, SANFORD. FL 32771 Phone 407-831 -2665 Fax: 407-333-3853 Web WWW,0FL-AIR.GOV Job: Lot24 Reagan Poi n te7413 B Date: 1712017 By: FJF 1 Room name bth 2 rm 2 2 Exposed wall 5.5 It 25.5 It 3 Room height 9.0 If heat/cool 9.0 It heat' 'Cool 4 Room dimensions 5,5 x 10.0 It 12,0 x 13.5 It 5 Room area 55.0 ft2 162.0 W Ty Construction U-value Or HUM Area (ft2) Load Area (it) Load number f,BtuKfU1-'F) 13 t u 411) 1 or perimeter (h) Bt h) or perimeter (ft) EUtuh) Heat Cool Gross NIPS Meat Cool Gross N12P S Heat Coot 6 0,091 n 2.65 2.37 0 0 0 0 0 0 0 0T12C-Osw 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 G 2(3-2fv 0.340 n 9,89 12.39 0 0 0 0 0 0 0 0 t 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 1 2B -2tv 0.340 n 9,89 12,39 0 0 0 0 0 0 0 0 W 166 -19ad 0,049 n 1.43 2.67 0 0 0 0 0 0 0 0 t---" 12C-Osw 0.091 e 2.65 2.37 50 50 131 117 108 88 233 209 2A-2ov 0.340 e 9,39 2934 0 0 0 0 20 0 198 595 3A-3ocs 0.167 e 4.86 3,31 0 0 0 0 0 0 0 0 TE 1 10C-v 0.340 e 9.89 24,20 0 0 0 0 0 0 0 0 2A -2ov 0,340 o 9.89 29,74 0 0 0 0 0 0 0 0 2B -2tv 0,340 e 9,89 29.74 0 0 0 0 0 0 0 0 W 166 -19ad 0.049 a 1.43 2.67 0 0 01 0 0 0 0 0 t__.G_ 12C-Osw 0.091 s 2.65 2.37 0 0 0 0 122 122 322 288 2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 s 4,86 3.31 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 s 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.65 2.37 0 0 0 0 0 0 0 0T=1 2A .2ov 0.340 w 9.39 29,74 0 0 0 0 0 0 0 0 2B-2tv 0,340 w 9.89 29.74 0 0 0 0 0 0 0 0 VL_013A-3ocs 0,167 w 4.86 3,31 0 0 0 0 0 0 0 0 1 1DO 0.390 w 11,35 12,11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 It 120-Osw 0.091 2,65 1.47 0 0 0 0 0 00D111DO0.390 n 11.35 1Z11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 55 55 42 78 162 2 123 230 F 20P-19t 0,050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0" 00 F 22A-1pI 0.989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 19 80 Envelope lossigain 173 176 875 1401 12 a) Infiltration 90 29 417 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 1 0 Appliances/other a 0 Subtotal (lines 6 to 13) 263 205 1292 1 1534 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 263 205 1292 1534 15 Duct loads 231% 31% 59 64 23%1 31". 291 4761 Total room load 322 268 1584 2010 Air required (cfm) 161 12 79 93 Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed. vwr1ghts<>ft 2017-Dec-26 12,43 25 Right-Suite,10 Universal 2017 17.123 RSu24011 Page 4 24'ReaganPointe74 30l ol24Rea9anPomte7413B,rup Calc = MJ8 House faces W DEL -AIR Right -JCS Worksheet W"" Am 004NTMNM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 321/1 Phone 407-831-2665 Fax: 407-333-3853 Web WWW,D(_l_,AIP.0O3M Job: LotMeagan Pointe7413B Date: 3,7120117 By: FJF 1 Room name rm 3 mstr wic 2 Exposed wall 11,0 it 11.0 it 3 Room height 9.0 It hefcool 9.0 it heat/cool 4 Room dimensions 1.0 x 139.5 1 16,5 x 6.5 It 5 Room area 139.5 W 107,3 jt2 Ty Construction U-value Or HIM Area (ft) Load Area (ft2) Load number BtuhiffL fl Btu ft') or perimeter (ft) Bt jh) or perimeter (h) Btuh) Heat Cool Gross N, P, S Heat Cool Gross NrP S Heat- Cool 6 12C-Osw 0,091 n 2,65 2.37 0 0 0 0 0 0 0 0 T 2A-2ov O, 340 n 9.89 10,59 0 0 0 0 0 0 0 0G 2B-2fv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 13A-3or-s 0.167 n 4.86 131 0 0 0 0 0 0 0 0 it 0 2B-2tv 0.340 n 9.89 12,39 0 0 0 0 0 0 0 W 16B-19ad 0,049 n 1,43 2,67 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 0 Z65 237 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.89 29.74 0 0 0 0 0 0 0 0 h 1 3A-3ocs 0,340 e 4.86 131 0 0 0 0 0 0 0 0 lOc-v 0,340 e 9.89 24.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.89 29.74 0 0 0 0 0 0 0 0 26-2tv 0,340 e 9.89 29.74 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 e 1,43 2.671 0 0 0 0 0 0 0 0 t_G 12C-Osw 0,091 s 2.65 2.37 99 79 209 187 59 59 155 139 2A-2ov 0.340 s 9.89 10.59 20 20 198 212 0 0 0 0 W 13A-3ocs 0,116/ s 4.86 3.31 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 s 1,43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.65 237 0 0 0 0 41 41 lQ7 96 2A-2ov 0,340 w 9.89 2934 0 0 0 0 0 0 0 0 2B-2tv 0.340 w 9.89 29.74 0 0 0 0 0 0 0 0 t13A-3ocs 0.167 w 4,86 131 0 0 0 0 0 0 0 0 I 1DO 0.390 w 1L35 12.11 0 0 0 0 0 0 0 0D W 16B-19ad 0.049 w 1.43 2.67 0 a 0 0 0 0 0 0 2C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 I-D l'i DO 0,390 n 11.35 I2,11 0 0 0 0 0 0 0 0 C 16B38ad 0.026 0,76 1.42 140 140 106 198 1071 107 81 152 F 20P-19t 0.050 1.45 O73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 0 0 0 0 39 39 57 28 F 22A-tpI 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 56 40 Envelope loss gain 513 541 400 375 12 a) Infiltration 180 57 180 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 Oi 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 693 598 580 432 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 01 0 0 14 Subtotal 693 598 580 432 151 Duct loads 23 31%1 156 186 23%1 31% 131 134 Total room load 849 784 711 566 Air required (cfm) 42 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right-SuiteO Universal 2017 17,0.23 RS,24011 2017-Dec-26 12 43 25 A55, Page 5 t24ReaganPointe741313 Lol24ReaqanPoin(e74!36,rup Calc = MJ8 -louse 'aces W 1,)DEL-AIR Right-JO Worksheet 7 mom, 40 =WitimWM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO W", SANFORD, F1, 32771 Phone 401-83!-2665 Fax 407-333-3853 Web WWW,M-'[_-AIR,(',OM Job: Lot241FteaganPointe74138 Date: 3/712017 By: FJF 1 Room name mstr we mstr bth 2 Exposed wall 3,0 it 20.5 If 3 Room height M it heat/cool 9.0 If heat/cool 4 Room dimensions 6.0 x 3.0 ft 1.0 x 112.0 it 5 Room area 18.0 it, 112,0 IV Ty Construction U-value Or H FM Area M"; Load Area (tta) Load number B tunift F:) 13tu 'it') or perimeter (Q) Btuh) or perimeter (h) Btuh) Heat Cool Gross N/P S Heat Cool Cross NrP S Heat Cool 6 VP12C-0sw 0.091 n 2.65 2,37 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.89 10.59 0 0 0 0 0 0 0 0 2B-2tv 0,340 n 9.89 12,39 0 0 0 C7 0 0 0 0 13A-3ocs 0.167 n 4.86 3.31 0 0 0 0 0 0 0 0 1 26-2tv 0.340 n 9,89 12,39 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ra 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2,65 2.37 0 0 0 0 0 0 0 0 t-G 2A-2ov 0,340 e 9.89 29,74 0 0 0 0 0 0 0 0 1 3A-3ocs 0.167 e L86 3.31 0 0 0 0 0 0 0 0 i0C-v 0.340 e 9,89 24.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.89 29.74 0 0 0 0 0 0 0 0 2B -2tv 0.340 e 9.89 29.74 0 0 0 0 a 0 0 0 W 16B - 1 9ad 0,049 e 1,43 2.67 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 s 2.65 2,37 27 27 71 64 99 99 262 235 2A-2ov 0.340 s 9,39 10.59 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 s 4,86 3.31 0 0 0 0 0 0 0 0 W 166-19ad 0.049 s 1,43 2.67 0 0 0 0 0 0 0 0 12G-0sw 0.091 w 2.65 2.37 0 0 0 0 86 84 221 198 2A-2ov 0.340 w 9.89 29.74 0 0 0 0 0 0 0 0 2B-2tv 0.340 w 9.89 29.74 0 0 0 0 2 0 20 59 t 3A-3ocs1- 0 0.161 w 4.86 3.31 0 0 0 0 0 0 0 0 11D0 0.390 w 11,35 12.11 0 0 0 0 0 0 0 0 W 16B - 1 9ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 a 11-D 12C-osw 0,091 2.65 1.47 0 0 0 0 0 0 0 0 1 IDO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,76 1.42 18 18 14 26 112 112 85 159 F 20P-19t 0.050 1,45 0.73 18 18 26 13 63 63 92 46 F 20P-19T 0.050 1.45 0.73 0 0 0 0 49 49 71 36 F 22A-tpl 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 40 Envelope loss/gain ill 93 751 692 12 a) Infiltration 49 16 335 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/Other 1 01 0 Subtotal (lines 6 to 13j 160 108 1086 798 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 160 108 1086 798 15 Duct loads 1 23% 31% 36 34 23% 1 311 245 248 Total room load L 197 142[ 1 1331 1046 Air required (cfm) 10 7 66 481 Calculations alMroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 25 Right-Suite(Fi) Universal 2017 170,23 RS;24011 2017-Dec-26 12 43 Page 6 24ReaganP-,inte74^3BLot24ReaganPointe7413B.rup Caic=M,)S -touse'aces W DEL-AIR Right-JO Worksheet wpm I AM 00"W"0010 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO W". SANFORD FL 32711 Phone W-831-26615 fax 407-333-3853 Won WWW.1)(- [_-AlIl,(,0M Job: Lot24ReaqanPointe7413B Date: 3/7/2017 By: FJF 1 Room name utt mstr Im 2 Exposed wall 0 It 33.0 If 3 Room height M it heat"cool 9.0 ft heat/cool 4 Room dimensions 7,0 X 6.5 It 1.0 x 243.5 it 5 Room area 45.5 ftz 243.5 tt2 Ty Construction U-Value Or HTM Area (ft') Load Area (tv) Load number Bituh/111-fl Btu/ft') or perimeter (h) Bt in) or perimeter (ft) Btuh) Heat G__, Gross N/P S Heat I Geoll Gross NIPS Heat cool 6 12G-Osw 0,091 n 2,65 2.37 0 0 0 0 153 145 384 344 2A-2ov 0,340 n 9.89 10,59 0 0 0 0 0 0 0 0 213-2(v 0.340 n 9.89 12.39 0 0 0 0 8 0 79 99 MA -lots 0,167 n 4.86 131 0 0 0 0 0 0 0 0 1 213-2tv 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 n 1A3 2.67 0 0 0 0 10 10 14 27 12C-Osw 0,091 e 2.65 237 0 0 0 0 0 0 0 0t--G 2A-2ov 0,340 e 9.89 29,74 0 0 0 0 0 0 0 0 3A -3ocs 0.167 e 4.86 3,31 0 0 0 0 0 0 0 0 TE 1 10G-V 0.340 e 9.89 24.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.89 29.74 0 0 0 0 0 0 0 0 213-2tv 0,340 e 9.89 29,74 0 0 0 0 0 0 0 0 W 16B - I 9ad 0,049 e 1.43 2.67 0 0 0 0 11 11 16 29 12G-Osw 0.091 s 2.65 2,37 0 0 0 0 0 0 0 0t__G 2A-2ov 0.340 s 9.89 10,59 0 0 0 0 0 0 0 0 W 13A -3ocs 0.167 s 4,86 131 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 s 1,43 2.67 0 0 0 0 10 10 14 27 12C-0sw 0.091 W 2.65 2.37 0 0 0 0 144 113 299 267 2A 2ov 0.340 w 9.89 29,74 0 0 0 0 31 0 309 928 2B-2fv 0,340 w 9.89 29,74 0 0 0 0 0 0 0 0 t-D I 3A -3ocs 0.167 w 4.86 3,31 0 0 0 0 0 0 0 0 11DO 0.390 w 1L35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1.43 2.67 0 0 0 0 11 11 16 29 FL-012C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 1DO 0,390 n 11,35 12.11 0 0 0 0 0 0 0 0 C 6B -38ad 0,026 0,76 1.42 46 46 34 65 244 244 1114 341 F 20P-19t 0,050 1 A5 0.73 0 0 0 0 0 0 0 0 F 20P - 19t 0.050 1,45 0.73 46 46 661 33, 244 244 354 177 F 22A-tpi 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 60 187 Envelope loss,gain 101 38 1669 2460 12 a) Infiltration 0 0 616 195 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances,lother 600 600 Subtotal (lines 6 to 131 101 638 2285 1 3485 Less external load 0 0 0 0 Less transfer 0 a 0 0 Redistribution 0 0 0 0 14 Subtotal 101 638 2285 3485 15 Duct loads 23% 31 % 23 198 23% 31". 515 1082 Total room load 123 836 2800 4567 Air required (cffn) 6 39 1401 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1qhts4Dft 2017-Dec-26 12.43,25 Right -Suite" Universal 2017 17,9,23 RSU24011 Page 7 t24ReaganPoin[e7413B Lot24 Reagan Point e7413B. rup Calc = MJ8 House faces W WDEL -AIR Right-JS Worksheet lauqm W CmAill"no"M Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCC) W" SANFORD FL32771 one 407-831-2665 l'ax 401-333-3853 Web WWW,DEL-AIP.C(W Job: Lot24Reaganftinte74138 Date: 3/7/2017 By: FJF i Room name rm 4 T- 2 Exposed wall 26.0 If 3 Room height M it heat/cool 4 Room dimensions 12.5 x 115 it 5 Room area 168.8 ttz Ty Construction U-value Or HTIVI Area (ft2) Load Area Load number lEltulvW-fl EftuhifV) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/PS Heat Cool Gross N,P S Heat Cool 6 O.091 n 2.65 2,37 122 122 322 288 T 12C- Osw 2A- 2ov 0,340 n 9.89 10,59 0 0 0 0 2B- 2fv 0.340 n 9.89 12.39 0 0 0 0 VL_ G 13A- 3ocs 0,167 n 4.86 3.31 0 0 0 0 11 2B-2tv 0.340 n 9.89 12.39 0 0 0 0 W 16B-19ad O.049 n 1.43 2.67 0 0 0 0 t-- G 12C- Osw 0.091 e 2.65 2.37 113 93 245 219 2A- 2ov 0.340 e 9.89 29,74 20 0 198 595 1 3A-3ocs 0.167 e 4.86 3,31 0 0 0 0 10C- v 0.340 e 9.89 24.20 0 0 0 0 2A- 2ov 0.340 e 9,89 29.74 0 0 0 0 28 - 2fv 0.340 e 9,89 29,74 0 0 0 0 W 16B-19ad 0,049 e 1.43 2.67 0 0 0 0 t___ G 12C- Osw 0,091 s 2.65 2.37 0 0 0 0 2A- 2ov 0.340 s 9,89 10.59 0 0 0 0 W 13A-3ocs 0.167 s 4.86 3.31 0 0 0 0 W 16B - 1 9ad 0,049 s 1,43 2,67 0 0 0 0 12C- Osw 0.091 w 2.65 2.37 0 0 0 0 2A- 2ov 0.340 w 9,39 29-74 0 0 0 0 26- 2tv 0.340 w 9,89 2934 0 0 0 0 D 13A- 3acs 0.161 w 4.86 3.31 0 0 0 0 11D0 0,390 w 11.35 12.11 0 0 0 0 W 166 -19ad 0.049 w 1.43 2.87 0 0 a 0 F I-D 12C- 0sw 0.091 2.65 1.47 0 0 0 0 1 IDO 0.390 n 11.35 12.11 0 0 0 0 C 16B-38ad 0.026 0,76 1A2 169 169 128 239 F 20P-19t O.050 1.45 033 0 0 0 0 F 2OP-19t 0,050 1,45 0.73 0 0 0 0 F 22A-tpl 0.989 28,78 0A00 0 0 0 0 6 c) AED excursion 78 Envelope loss/gain 892 1420 12 a) Infiltration 425 135 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 1318 1554 Less external load 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1318 1554 15 Duct loads 23% 31 % 297 483 Total roam load 1614 2037 Air required (cfm) 81 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i1i#_ wrightsoft2017-Dec-26 12 43 25 Rtght-Suitc< s) Universal 2017 17,0,23 RSU24011 Page 8 t24ReaganPointe7413B'1o( 24Reagai)Poitite7413B.r(jp Calc = M,18 House 'aces W Duct System Summary Kam -AM 01111"O"I"M Entire House DEL -AIR HEATING & AIR CONDITIONING For: David VVoek|oyHomes xuu: Lum4n*uea"pvinte7*/3a Date: 3n/207 By: FJF Heating Cooling External static pressure 0.30 inH2D 0.30 inH2] Praauurekma*u 0.06 inH2D iO8 inH2D Available static pressure 0.24 in H20 U 24 in H2O Supply / return available pressure 0.120/ 0 120 in H2O 0.120/ 0.120 in H20 Lowest friction rate 0.188 in/100ft 0,188 in/100ft Actual air flow 1100 ofm 1100 ofm Total effective length (TEU 128 k Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk Name Name Type cfm) cfm) FR f pm) in) in) Material Trunk 20,roec**`rm26 nmm o" meOUniversal m.r.ro,unsumm, Page Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl OX0 1100 1100 0 0 0 0 Ox 0 VlFx 201 7-Dec-26 12 43 26 wrightsoRight-Suae0 Universal 2017 17,0,23 RSU24011 Page 2 ACCK ... t24ReaganPointe7413B'l-ot24ReaganPotnte7413B.rup Calc ---, MA House faces W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot24ReaganPointe7413B Builder NameDavid Weekley Homes Street: Permit Office: City, State, Zip: FL Permit Number; Owner: Jurisdiction: 691000 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 comers 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 Hue 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 Pxtpnci hph nd o ping gnd Airing 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 swinkler cover olates and walls or ce finas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/ 23/2018 12:33 PIVI EnergyGauge@ USA - FIaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 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 El 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) 2/23,2018 12:33:11 PM EnergyGaugeS - USRCSB v6,0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: 01:241ReaganPointe741136 Builder Name: David Weekley Homes Street: Permit Office: City, State, Zip; FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Cond. Floor Area:: 2022 sq.ft. Cond. Volume: 18400 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 Tested leakage must be less than or equal to the 4 Pa cfm 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(3Xf), (9). 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 R4024-1 SIGNATURE: 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. 1 05(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. PRINTED NAME - DATE: BUILDING OFFICIAL: DATE: MWE 2/23/2018 12:34 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, FrescriEtive and ERI Methods Permit Number: FL, MANDATORY REQUIREMENTS see individual code sections for full details, 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. R402.4,11 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. 1 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 leakagdNindows, 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/ WDIVIA/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. 2/23/2018 12:33 PM EnergyGauge@ USA - FlaRes2017 - FBC 6(h Edition (2017) Complia Page 1 of 5 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside, Fireplaces and stoves complying with Section R402.4,2 and Section R 1006 of the Florida Building Code, Residential. R402.4.5 Recessed fighting. 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 test 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 (1 3°C) 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. 2123/2018 12:33 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 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 V, 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-1 1 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 MAXIMUN 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 An For SI: I cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/23/2018 12:33 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R4017.11 .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 wet -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: 1 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, 2. 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 heaters 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 pump 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, 2/23/2018 12:33 PM EnerqyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters 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 (Mandator7M 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, 2/23/2018 12:33 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 7-kitchen w, t. ..H cap 12.1 I..d ENTRY 2 CAR GARAGE 7-0- pil— .1th Fl— R—ki—tw RUN'"% Cad. - M1602.4 E41—d— ll-A— R.t Nr, except1-3. t-; r—kW --*ricted I inch wui. rcut — 6— t. WAUbl. 3' bcAh duct to wall cap w/ fan Nutone 696RNB SECOND FLOOR 3' both duct to roof cap w/ f an Nutone l696RNB Must have a Nnimum clearance of 4 inches around the air handler per the State Energy code, All duct has on r=6 insulation —iue, 4, dryer duct roof cop y.r —t b.. 3' both duct Ln to roof cop w/ fan 0 Nutone 696RNB a: 7 fl z IJ < 73 L3 Cu m0 W Co Rating z a) z z S L 3: x m a_ -i U) 0 0 SPEGAL PLUMBING 111 VTf, jt 2 V1 AIL I I I o 0 flic-30 11-113 Spegal Plumbing LLC PO Box 4478 Apopka, Fl, 32704 Office (321) 256-1234 Fax (321)250-2304 tt A AQ SpegaIpIutnbing.co,m- LIC# CFC1428683 PLOT PLAN LEGAL DESCRIPTION: LOT 24, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007, CERTIFIEDTO: DAVID WEEKLEY lbv, I - I. N I N 3(: - W__ DA '711111,-, R_ -D'ELTA=25*02'11"(P) Ok to construct single family home R = 80.00' (P) vd, with setbacks and impervious area L = 34.96' (P) shown on plan. CHORD N22000'30"E 34.68' (P) A 4 N W41E Proposed Top of Wall Elevation Proposed Bottom of Wall Elevation Proposed Elevation CD C1. a, 32 GIPPER CIRCLE, SANFORD, FLORIDA 32773 qp lcl* H• 4 TOW 16.2' as' V.11.1 XI.W.7. Propose d Two StoryIprsed Copc Driveway Conc Block and Wood Franne:::91: e 2o, b ........... 1, Residence # 2832 5.0' 7413B - CORALEJ.1111147.1414 Proposed FFE chi al' cd Prop osedsed fu t22,11 0Lanai opo.' N Rfd Ent 15,7' C?- 79029' 21.'VV 84-60' (P) N. R. DELTA = 22'32'00" (P) R = 80.00'(P) Lot 25 L 31.46' (P) CHORD N01046' 42"E 31.26' (P) This is NOT a Boundary Survey Graphic Scale 4' Scale: 1"=20' 2832 GIPPER CIRCLE SANFORD, FL 32773 Area Calculations Total Lot Area= 4,622 sq ft (100%) Impervious Area= 1,658 sq It (36%) Pervious Area= 2,964 sq It (64%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan Field Date: 1211 EE7 Date Completed: 12112/2017 NOTES fifty that this Boundary Survey of the aboveOteaknord 'Proporty is Suivayh Based upon the Legal Oeschlawn Supplied by Client, 1tuu and Gor'ad to the goat of my Knowlecloo and Buffer as ithtantly SuNoyod Drawn BY: D.C. File Nurnber:IS-43020 PP lAbusting Propin"k., Deeds have NOT been Researchad for Gaps, Overlaps and/or tain- u Direction on the Date Shown, Based On Information banished to Me Subject to any Easements and/or Restrictions of Record. a= and Conforms, to the Standards of Practice for Land Survoyir c Legend- Calculated 8knurnst be$($ shown hansom Is Assumed and Based upon the Une Denoted with a"95' in the State o(riosidis In accordance With Chapeir S.FI 7.052 Florida Administrative Codes, Pursuant (ion 471t 27 Florida Stabiles, Carderfins ConcreteBlock PC Point of Curvature pg- Page PI Point of Intersection BuMlrg Ties are Norio be used to reconstruct Property Lines. F." o Ownership is NOTkishr—Inad. Roof0vorhangs, Underground Utilities and/or Footers have NOTbeen located UNLESS CMConcreteMonumentP.03, - Point of Beginning other,sIse noted, Q Conc. concrete Doscs"on PO.L, - Point on Line PP Power Fell Septic Tanks and/or Drainfadd locations are approximate and MUST be verified by For W. THE TAT DEDrainage Easement PRM Permanent Reference pp. priato Utility Location Companies, FIR E Far, Easement Monument Us. .(This Survey for Purposes other than Intended, Without Written Verification, Will be Patrick K. Irelan 6637 LB 762: F.E. M.A. - Federal Emergency PT Point of Tangency at the that's Sole Risk and Without Liability to it* Surveyor. Nothing Hemon shall be Ti intend Ile, If Said Celified Parties Manage OfAgencyR • Radius W Construedtogive ANY Rightsor BenefitstaAnyous, Other than those Cwttfwdl Iurveg Thh VAUD UNLam *h B,Ml CH'It 8.01 FFV End. FinishedFloorElevationRalLRadialFoundR&C Reber & Cap Iron Pipe POINTS OF INTEREST, PROPOSED DRIVEWAY IN EASEMENT, Ireland At Assodates Among, Inc. IP L LengthReo, Recovainal Rid. Roofed M N&O redNall & Disk SO Sat A." ROW & H.bar Cap ' L8 7=' DoctsSigned by: 1301 S. International Parkway Suite 2001 N.R. ORB Non -RadialOfficial Rocords Book T TA Claakkknnkkkkt LIE' L m6jjE, Lake Mary, Florida 32746 P plat wM • water maw www.lrelandsurveying.com P'8' 11-- D- Plot Book Wood Fence 4 Delta (Central Angle) 0- •Chain Link FORM FCAE484EB Offlce-407. 678.3366 Fax-407.320.8165 Residential Load Demand General Method 1952 square feet X 3VA = 5856 VA Small appliance load 3000 VA Laundry 1500 VA total 10,356 VA First 3000VA @ 100% 3000 VA Remaining @ 35% ................2575 VA total Dryer Disposal Dishwasher Refrigerator Water Heater Range. Heat Micro. total 5575 VA 5000 VA 650 VA 1200 VA 720 VA 4500 VA 8000 VA 8000 VA 1200 VA 34,845 VA - 240V= 145 amps= 150 amp service Model 7413 Contractor— David Weekley Homes_ Subdivision,----,,,,—,---ReaQan's Point County Seminole City James Lanier EC 0002989 Sanford Office # 407-933-7771 pj COPY cifes 1"f^rirsrvnf; ". Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw,com Customer., Accu-Span Truss Company Job Number: 18864 JobDescription: 7413 - B - OPT SFAM SSHO R413 - B - OPT SEAM SSHO -David Weekley Homes Address: Lot 24 Reagan Pointe I City, State, Zip: SANFORD, FL Name, Address and License # of Structural EOR if one exists for the building: Name: License #: State: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC2017RES view version: i 7.0Z01. 1114.21 JRef#: 1W6X4080011 Wind Standard: ASCE7_10 Wind Speed (mph): 1 39 Roof Load 1ps0: 20.00-7.00-0,00- Floor Load (psf): 40.00-10.00-0M- 5.00 5.00 This package contains a job notes page, 42 truss drawings and 0 details, Item Seal # Truss Item Seal # Truss 1 354.17.153U5083 Al 2 354A7.1530.36360 A2 3 354,17.1530,37420 A3 4 35417.1530.38453 A4 5 354,17.1530.39253 A5 6 354,17.1530,40433 A5A 7 354.17.1530.41670 BI 8 354,171530.42843 BlA 9 354.17.1530A5183 B2 10 354.17.1530.54107 B3 11 354.17,1530.55820 B4 12 354,17,1530.57230 B5 13 354.17.1530.58823 B6 14 354,17.1530.59980 67 15 354A7.11531.01180 B8 16 354.17.1531.02507 EJ3 17 354.17.1531.03497 EJ5 18 354A7.1531.04510 EJ5A 19 354.17.1531.05767 ER 20 354,17.1531.07060 EJ7A 21 354,17A531.08430 EJ76 22 354,17.1531.09647 CJ1 23 354.17A531.10960 C,13 124 354,171531.11890 CJ5 25 354.17.1531.13393 HJ3 26 354.17.1531.14147 HJ5 27 354,17A531.15160 HJ7 28 354.17.1531.15957 F01 29 354.17,1531.17273 F02 30 354.171531A8500 F03 31 354.17.153120117 F03A 32 354,17.1531.21753 F04 33 35417.1531.23117 F05 34 354.17.1531.24277 F05A 35 354,17.1531.25360 F06 36 354.17,1531.26500 F07 0000"" 709`tNtr is TE 0 OWD ONA% This document has bean electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 12/21/2017 verified using the original electronic version Florida Certificate of Product Approval #FL1999 Printed 12/21/2017 11:00:16 AM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.corn Customer Accu-Span Truss Company Job Number. 18864 JobDesctiption: 7413 - B - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Address: Lot 24 Reagan Pointe City, State, Zip: SANFORD, FL Item __fSeal i Truss 37 354.17.1531.27660 F08 39 354.17.1531.29823 F10 41 354,17.1531,31847 F12 Item Seat # Truss 38 354.17.1531 .28700 F09 40 354.17,1531.30823 F1 1 42 354.17,1531,37277 FG1 AT E t0R\VX# N A This document has been electronically signed and stated using a 01gital Signature. Printed copies without an original signature must Be 12/21/2017 verified using the original electronic vtrsicrn Florida Certificate of Product Approval #FL1999 Printed 12/2112017 11,00:16 AM Job - Number. 111 1886 1 4 ply:I SEQN: 590281 / T5 COMI Cust: R408 JRef: IW6X4080011 7413 - B - OPT SEAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Qty: 2 FROM: CH DrwNo: 354.17.1530,35083 Truss Label: At SN I DF 12/20/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0,00 BCDL: 10,00 Des Lcf_ 37_0'0 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 125 Spacing: 24.0 " 7'6"12 TT-12 15, F5" 4_ 914X6D 30, 22'5"4 30' 1'4:+lo'10, 10, 1'4" 10, 20' Wind Criteria Wind Std: ASCE7-110 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 23.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc, from endwall: not in 4,50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) I DeflICS1 Criteria A Maximum Reactions (lbs) Pg:NA Ct:NA CAT: NA 1 PP Deflection in locULoc; R / U /Rw /Rh /RL /Wdefl L/# I Pf NA Ce: NA VERT(LL): 0.098 H 999 240 B 1306 299 637 /180 14.0 Lu: NA Cs: NA VERT(TL): 0.245 H 999 240 F 1307 299 f 637 / - 14,0 Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS HORZ( TL): 0,063 H 8 Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC; CSI: 0,474 Bearings 8 & F are a rigid surface. TPI Std: 2014 Max BCCSI1 0.955 Rep Factors Used: Yes Max Web CSI, 0,289 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp, Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17,02.01A.1114.21 B-C 487 -2182 D-E 496 -1968 C- D 496 -1967 E-F 487 -2184 5 fAT E 0 OR\ V 0 278 NA Maximum Sot Chord Forces Per Ply Ilbsl Chords Tens.Comp, Chords Tens Comp. B- I 1878 -342 H-F 1879 -342 I- H 1258 -142 Maximum Web Forces Per Ply (lbs) Webs Tens,Comp. Webs Tens. Comp, 1- 0 757 -160 D-H 759 -160 121/ 21/2017 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,h dl*shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building P, an ing *d 0eComponentSafetyInformation, b T I an BCA) or safety practices prior to performing these functions. Installers shallgg e empora, bracingperBCSI. Unless noted o herwise,top chord shall have pro erlx attached structural sheathingand bottom chord shall have a proge y attacherigidceiling. Locations shown forfpermanent lateral restraint fwebs shall have bracing installed per BCSI sections B3 B7 or 10, tr asapplicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwisti, kefer to drawings 16OA-Z for standard plate positions, Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ss in c nr rma c iinANz:,uiii 1, or for napaiml s gthysirawni, nd tincars acce tance 1,T pro as 0edusecithisthawingoranystructurere - more information see this job's general notes page and these web nor Sph.ov suitabilityALPINE rrw CoWmy 13723 Rivorpod Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 Ply: 1 7413 - B - OPT SFAM SSHO f7413 - B - OPT SFAM SSHO -David Weekley Homes Cry: 2 Truss Label: A2 T515 13' 17' 06 /it 4X6 D E 30' SEQN: 590312 / T40 HIPS Cust: R408 JRef: IW6X4080011 FROM: CH DrwNo: 354.17.1530.36360 SN / DF 12120/2017 22'61 30' T5"15 T4"i'1 7.15 4' 57'5 T4" 11 1A" Loading Criteria (Fiso Wind Criteria Snow Criteria (Pg.Pf in PSF) DefI/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE7-110 Pg: NA Ct: NA CAT: NA PP Deflection in loc; L/defl Lj# Lac R I U /-Rw /Rh IRL /W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.116 J 999 240 B 1280 /146 /641 1160 /4.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,405 J 999 240 G 1280 / 146 /641 1 - 14,0 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.042 D - Wind reactions based on MWFRS Des Lcf. 37.00 EXP: B HORZ(TL), 0.094 D B Min Br Width Re = 1.5 NCBCLL: 10.00 Mean Height: 22,99 ft Code / Misc Criteria Creep Factor: 2+0 G Min Brg Width Req = 1.5 soffit, 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.520 Bearings B & G are a rigid surface. BCDL'5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0+714 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: 0.525 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Chords Tens,Comp+ Chords Tens. Comp, GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 117,0i.0 1A. 11 1421 B-C 496 -2121 E-F 449 -1633 C-D 449 -1633 F-G 496 -2122 Lumber D-E 428 -1390 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. a ATE 0 278 NA - Maximum Bot Chord Forces Per Ply (Ibs, Chords Tens.Comp, Chords Tens. 1EIB-L 1821 -334 J-1 119 - 359 L-K 1818 -334 I-G 1822 -358 K-J 1390 -205 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 186 -587 E-J 454 -83 D-K 452 -83 J - F 186 -588 12/21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS eq ire extrarerare in fabricating, ha8dling,,hi iin,acngtallii ig and bracing. Refer to and follow the latest edition of SCSI (Building nt0safetycasFfetyInormation, bj TPI an SB A) I Ohor to performing these functions. Installers shall provide tempora per B St. Unless noted 01 herwise,top chord shall have properIg attache{ structural sheathingJ bottom chord shall havy progeXy riand per SCSI sections 63,7 or 10 cable, ceiliny,. Locations shown for lateral restraint f webs shall have bracing installed tr cabe. A a each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to is160A-Zpfar 'sf.andasr'doplate positions, a division of ITW Buildi Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANST1 1, or for handlinj shippinV, installation n andbracing of trussesA eal on thi drawing or cover pa , , ( I vythisPrawing, indicates acceptance of pro ass t I I at to rie Ine TIOuBuildingbjlll solely orthedesqn1ho in. The sulfa ill D 4 e othisdrawingoranystructureisAeresponsibilityt% ng es g er per ANSI/TPI I See. information see this inh*s mnaral notes nana and these web sites ALPINF w.vwa[Dineitw cam TPI voaw tDinst om SBCA www.stacindustni com, ICC, www.1ccsaf 14111611k, ALPINE Mft11Q`~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 18864 Ply: 1 SEQN: 590283 / T44 HIPS Cust: R408 JRef: IW6X4080011 7413 - B - OPT SFAM SSHO (7413 - B - OPT SFAM SSHO -David Weekley Homes Dry: 2 FROM: CH DrwNo: 354.17,1530.37420 Truss Label: A3 I SN / OF 12120/2017 5'9"4 5;4"4 ill VY 12 5X6 5X6 0 E 30' 24712 30' 7'1 2 4 1'4:+___._13"_ 6191, 6191, 8'3" 1'4" 81" 15, 2 1'9" 30' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed:139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 EXP: BDesLd- 37-00 Mean Height: 22.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2,00 BCDL: 5.0 Pat Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0,18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pfin PSF) Deli Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT, NAI PP Deflection in loc Udell L/# I Loc R/ Y/ RwRh / RL / W Pf: NA Ce: NA VERT(LL): 0.085 J 999 240 B 1215 /148 /642 /139 14,0 Lu: NA Cs: NA VERT(TL): 0,232 J 999 240 G 1215 /148 1642 /- 14,0 Snow Duration: NA HORZ(LL): 0,035 1 - - Wind reactions based on MWFRS HORZ( TL): 0,066 1 B Min Brg Width Req = 1.5 Code I Mise Criteria Creep Factor: 2,0 G Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,690 Bearings 8 & G are a ngid surface. TPI Sid: 2014 Max BC CSI: 0.695 Rep Factors Used: Yes Max Web CSI: 0.158 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:20(0)/10(0) Chords Tens.Comp, Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B-C 535 -2019 E-F 523 -1825 C- D 524 -1825 F-G 534 -2019 D- E 464 -1464 TE 0 XI 04*, 0 278N S;0W, - Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. "Comp, B- K 1746 -382 J - 1 1417 -287 K - J 1417 -266 I-G 1746 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp K- D 415 -75 E-I 415 -74 12/ 21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! mm IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extrere rare in fabricating, ha8dlirig, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building entc, fetyInformation, by TPI an SB A) r sl a y practices prior to performing these functions, Installers shall provide temporary per98SLUnlessnotedoherwise,top chord shall Ihave properl 1 3 6. g attached structural sheathing and bottom shall have a pro y n 0 Locations shown for rmanent lateral restraint f webs shall have bracing installed per B I sections B3, B7 or FIXO, cable, clilipin rt, .p?j Flates to each fare o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to I is160A-Z for standard plate positions. a division of ITW Buildw Fomponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the thisirmainceithANSIJ11, or for handlinj ship i i flation and bracinq of triussesA eal on thit drawin or cover pr hl.. If ) I cpiny. instp irrin,Irldicales acceptance ass one I I responslbili solely lorRe clesan shovp in, The su blIlly 0neardrawingoranystructuresK. responsiblifPt?of the Building Desig%er per ANS I I S c.2. 13723 Riverport D.Z' Suite 200 Maryland Heights, Job Number: 18864 7413 - B - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: A4 4'9"4 4F9"4 91 — 4 212 Ply: I SEQN: 590284 1 T9 HIPS Cust: R408 JRef: IW6X4080011 Qty: 2 FROM: CH DrwNo: 354.17.1530.38453 SN / DF 12/20/2017 15, 21' 25712 30' 6 47'12 4'9"4 5X6 1112X4 5X6 D E F 12 6 2 x4 02X4 C G is B H L K 3X6(A1) 3X4 5X8 3 X4 E33X66(Al) 30, 15, 9. 1'4" Loading Criteria (Pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# R 1U I Rw I Rh I RL I TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,102 E 999 240 B 1215 /276 1639 /119 14.0 BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0.278 E 999 240 H 1215 1276 1639 /- 14,0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 J - Wind reactions based on MWFRS Des Ld: 37-00 EXP. B HORZ(TL): 0,070 J B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 21.99 ft Code I Misc Criteria Creep Factor: 2,0 H Min Brg Width Req = 1,5 Soffit: 2,00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.346 Bearings 8 & H 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: 0,750 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: 0.149 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 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 01 A 1114 21 B-C 569 -2038 E-F 577 - 1864 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. nt 0 278 At- C-D 516 -1799 F-G 515 -1799 D-E 577 -1864 G-H 569 -2038 Maximum Bat Chord Forces Per Ply '"'is, Chords Tens.Comp. Chords Tens. Comp. B-L 1772 -420 K - J 1566 -333 L-K 1566 -309 J-H 1772 444 12/21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, %andlin shing, installing and bracing, Refer to and follow the latest edition of SCSI (Building tent Safety information, by TRI ando' pradrees poor to performing these functions. installers shall provide tempora per BCSi. Unless ogled otherwise,top chord shall have proper) attached structural shgathingg and bottorrt 1 ghord a progeVrlydrigidceilingLocationsshownforermanentlateralrestraintfwebsshallhavebracngmstaliedperBCSIsectionsB3, 7 or 1 0. cable. Apply Rlates to each face ofptruss and position as shown above and on the JoinfDetails, unless ootod otherwise. eferto is 160A- for standard plate positions. di- ggri of ITW B.'Id,,.n Component.G, but the7fairce ' 11cnIwithANP, ,.rfor handling, p lit It8, in Ica, . c' h In d acceptance ty I wl 9 or y , this . n , '.'tur.s W—h— see this b's o—ral notes ...e and these web sites ALPINE wwwalninettwcom TPI wv wtninst ora SEICA mvw,sbondusftv com: ICC. Wwwkcsaf rtw'Omp'w 13723 Riverport Driveve Suite 200 Maryland Heights, MO 63043 Job Number: 18864 7413 - B - OPT SFAM SSHO 17413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: A5 15, 8' Ply: 1 I SEQN: 590307 / T16 HIPS Cust R408 JRef: iW6X4080011 Oty: 1 FROM: CH DrwNo: 354.17,1530.39253 SN / DF 12120/2017 23' 8' 5X6 =3X4 =6X6 C D E 30' 7' n fn CIj 1_ 30' i'4" 4,2"8 619"8 8' 619"8 4'2"8 1'4" 19 25'9"8 +- -. 30. Loading Criteria (psf) Wind Criteria Snow Criteria (P9.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.185 D 999 240 L 1492 1.324 / - / - / - 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 / 540 / - / - / - 14.0 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0,050 H - - Wind reactions based on MWFRS Des Ld. 3700 EXP:B HORZ(TL): 0.093 H - - L Min Brg Width Req = 1.8 Mean Height: 21.49 ft NCBCLL: 10.00 Code t Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 3.6 TCDL: 4.2 psf Bearings L & F are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSi: 0.773 g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSi: 0.715 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0,533 Members not listed have forces less than 375# Loc. from endwall: not in 4,50 ft FT/RT:20(0)/10(0) Maximum Top Chord Farces Per Ply (Ibs) Chords Tens.Gamp, Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1,60 WAVE VIEW Ver 17.02.01A.1114.it B - C 530 -2708 D - E 652 -3690 Lumber C - D 563 - 3042 E - F 964 - 5816 Top chord 2x4 SP #1 Dense :T1 2x4 SP #2 Dense: Bot chord 2x6 SP #2 :B3 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: Chords Tens.Comp. Chords Tens. Comp. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2367 -448 I - H 3513 -649 Special Loads K - J 2268 -477 H - F 5158 - 840 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) J I 3636 -740 TC: From 56 pif at -1.33 to 56 plf at 25.73 TC: From 28 plf at 25,73 to 28 plf at 26,94 Maximum Web Forces Per Ply (Ibs) TC: From 56 plf at 26.94 to 56 plf at 31.33 Webs Tens.Comp. Webs Tens, Comp BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 pif at 0,00 to 20 pif at 25.73 C - J 1023 -114 1 - E 579 -4 BC: From 10 pif at 25.73 to 10 pif at 26.94 J - D 234 - 787 E - H 2622 - 305 BC: From 20 pif at 26.94 to 20 pif at 30,00 BC: From 4 pif at 30.00 to 4 plf at 31.33 BC: 1813 lb Conc. Load at 25,73 t BC: 309 lb Conc. Load at 26.94 Windaaw"'na' ja •°hNWindloadsandreactionsbasedonMWFRS. a a# `17°14 E ,J s "'err r d, x QtY 12/21/2017 WARNING" READ AND FOLLOW ALL NOTES ON THiS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hqandlingg ship ing, installing, and bracing. Refer to and follow the latest edition of BCSI (Building quire Information, byy TPIandSlforsateptypracticespnortoperformingthesefunctions. Installers shall provide tempura 94SI, Unless noted olherwise,top chord shall have praperl attached structural sheathingg and butt4m hord stlall have a prope it y aaId ceiling Locationsshown for Aermanent lateral re straintf webs shall have bracing Installed per BCI sections 63, B7 or 610, Sie. Appry Rlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. I I'I "I, Or Tor r accepptance, any strlrcture TPI: his drawing,anY failure to build the on thi drawing or She euitsbili g5lgs gn rho n, ty mrtwroQ' 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 Ply: I SEQN; 590304 1 T10 HIPS Cust: R408 JRet lW6X4080011 7413 - 8 - OPT SFAM SSHO n413 - B - OPT SFAM SSHO -David Weekley Homes Oty: 1 FROM: CH D(wNo: 354,17.1530.40433 Truss Label: ASA SN / DF 12/20/2017 7' 1 1'l 1 "7 64117 17' 10"13 5* 11 23' 29' 3( 5' 1"3 6' 11 6X6 1112X4 = 3X4 6X6 C D T2 E F 1 30, 4" 6'10"4 511"3 67'15 4'l 1 ' "7 6'10"4 1'4" IZ6' 10"4 11"1 l"7 + 23 1"12 36 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 WindStd: ASCE7-10 Pg NA Ct:NA CAT: NA PP Deflection in loc Udefl L/# Loc R I U /Rw /Rh /RL — 1W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.275 D 999 240 6 2811 678 / /4,0 BCLL: 0,00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.743 D 700 240 G 2811 678 / /4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 1 - - Wind reactions based on MWFRS Des Ld 37-00 EXP: B HORZ(TL): 0.128 1 B Min Brg Width Req = 3,3 NCSCLL: 10,00 Mean Height: 21.49 ft Code I M isc Criteria Creep Factor: 2.0 G Min Brg Width Req = 3.3 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0793 Bearings 8 & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.604 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 100 ft Rep Factors Used: Yes Max Web CSI, 0.745 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4,50 ft 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: 17.02.01A.1 114,21 B-C 1337 -5610 E-F 1555 -6510 C- D 1567 -6546 F-G 1337 -5606 1-umber D-E 1566 -6544 Top chord 20 SP #1 Dense 12 2x6 SP #2: Bat chord 2x6 SP SS Webs 2x4 SP #3 Maximum at Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Conip, Special Loads B-L 4962 -1166 J - 1 4931 -1167 Lumber Dur.Fac,=1,25 I Plate Dur.Fac.=1.25) L-K 4934 -1168 I-G 4958 -1166 TC, From 56 plf at -1,33 to 56 plf at 7.00 K - J 6566 -1580 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 pif at 23.00 to 56 pill at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 plf at 0,00 to 20 plf at 7.03 Webs Tens,Comp. Webs Tens. Comp. BC: From 10 plf at 7.03 to 10 plf at 22.97 BC: From 20 plf at 22.97 to 20 plf at 30.00 L-C 641 0 E - J 307 -676 BC: From 4 pff at 30.00 to 4 plf at 31,33 C-K 1957 -484 J-F 1936 -474 TC: 384 lb Conc. Load at 7.03,22.97 D-K 303 -659 F - 1 626 0 TC: 169 lb Conc. Load at 9.06,11,06,13.06,15,00 at 16, 94,18,94,20.94 tf S !FYIr4A, BC: 478 lb Conc. Load at 7.03,22,97 BC: 127 lb Conc. Load at 9.06,11.06,13.06,15,00 16, 94,18.94,20,94 Wind Wind loads and reactions based on MWFRS. Z 5 ATE 0 0) NO 278 NA\, 12/ 21/2017 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I re extreme care in f b * I* handling , shiging, installing.and bracing. Refer to and follow the latest edition of SCSI (Building tAelyInformation, b 'TW1'an3'SBCnA)n& . ., y practices prior to performing these functions. Installers shall provide tempora BSI, Unless noted 5herwise,top chord shall have properlig attached structural and botto z ord all have property id 't- Locations shown for 1, 91, idceilingfpermanentlatqralreistraintfwebsshallhavebracin? installed per 8 sections B3, B Refer 1, 10, K, ceAp tr efe to p?j plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. 60A- Z for standard plate positions, of ITW Build omponents Group Inc. sh tricewithANV1411, or for handling, shipp in Indica asacreofpaessorgnawingoranysuctureIstheresponseethisjob's general notes page and these web sites: failure to build the I n or We rspu= 111ty W10~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 18864 ply:I SEQN: 590285 / T29 COMI Cust: R408 JRef: 1W6X4080011 7413 - B - OPT SFAM SSHO R413 - 6 - OPT SFAM SSHO -David Weekley Homes Qty: 3 FROM: CH DrwNo: 354.17.1530,41670 Truss Label: BI I SN / DF 12/20/2017 Loading Criteria (psf} TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 110.00 Des L4', 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing, 24,0 " 6'5"4 12*10" 197"1 8'i'4____+ _64"12 --6-47-12 04D 1— 25'8" 1'4" Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure, Closed Risk Category: 11 EXP: B Mean Height: 22.95 ft TCDL: 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc, from endwall: not in 9,00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design, 15'10" 25W Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) Pgi NA Ct: NA CAT: NA PP Deflection in loc L/defl U# L- R I U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.064 H 999 240 B 1099 126 /555 /147 /4,0 Lu: NA Cs: NA VERT(TL): 0,166 H 999 240 F 1013 107 /497 /- /_ Snow Duration: NA HORZ(LL): 0.027 G - - Wind reactions based on MWFRS HORZ(TL): 0.048 G B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSC 0,386 Bearing 6 is a rigid surface, TPI Sid: 2014 Max BC CSI: 0748 Rep Factors Used: Yes Max Web CSC 0, 193 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, Comp, Plate Type(s), WAVE VIEW Ver: 17.02,01A,1114.21 B-C 408 -1746 D-E 398 -1485 C-D 375 -1476 E-F 430 -1759 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. 6 - H 1504 -308 G-F 1520 -312 H-G 1041 -144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. H-D 488 -94 D-G 505 -104 M kTE ORV 0 278 NA%_ 12/21/2017 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling, ship i installing. md bracing. Refer to and follow the latest edition of BCSI (Buildingg,in, Ittefety Information, ti,TIPI an SBCA) ractices pror to performing these functions. Installers shall provide temporary B SI, Unless noted o herwise,top chord shall have properl attached structural sheathingand bottom ghord shall havy p,'ogeor10 iidceiliny. Locations shown forpermanent lateral restraint I webs shall have bracinp installed per BC lsectionsB3, 7 a. Apply pyplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, kefer to 60A- Z far standard plate positions, a division of i m 1'taor Torr acce' nceany119citure his dram any failure to build the on thi awing or er p jL0qi!LTign §hown. W, suitability ffw 13723 Riverport Drive Suite 200 Maryland Heights, MO 63041 Job Number: 18864 ply:1 SEQN: 590286 / Tl SPEC Cust R408 JRef: lW6X4080011 7413 - B - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Qty: 1 FROM: CH DrwNo: 354.17,1530.42843 Truss Label: BlA SN / DF 12120/2017 Loading Criteria (psfl TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.0-0 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6*5"4 12'19' 19712 25'8' 6;1 ;_12 6-5-4 4X41) 25'8" 9110" 6. 91Q, S i —0- 15110, 25W Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.95 It TCDL: 4.2 psf BCDL: 5,0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) I Deft/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct, NA CAT: NA I PP Deflection in loc; Udefl L1# Loc R / U /Rw /Rh /RL /WI Pf: NA Ce: NA VERT(LL), 0.056 H 999 240 B 1054 / 126 554 1 /147 /4,0 Lu: NA Cs: NA VERT(TL): 0.154 H 999 240 F 968 / 107 497 / / - /4.0 Snow Duration: NA HORZ(LL): 0.024 G - - Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2,0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & F are a rigid surface, TPI Sid: 2014 Max BC CSI ' 0,743 Rep Factors Used: Yes Max Web CSI: 0. 172 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01AA 114.21 B-C 407 -1641 D-E 396 -1377 C-D 375 -1370 E-F 429 -1651 IMTE OF 0 278 e ZONM_V 12/21/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 1412 -308 G-F 1424 -310 H-G 967 -143 Maximum Web Forces Per Ply (Ibs) Webs, Tens.Comp. Webs Tens. Comp, H-D 446 -95 D-G 450 -103 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fab ting, handling shipping, installing,and bracini. Refer to and follow the latest edition of SCSI (Buildingtc , njefetyInformation, bj Van SBCA) or safely practices prior to performing these functions. Installers shall provide temporaryrBSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottor ge y8§hord shall hay pro 90 ceiliny,. Locations shown to permanent lateral restraint 6f webs shall have bracing I sections B3, 7 or to. ) e. A truss installed per B r toqp1ysg1atde.srd10 each face truss and position as shown above and on the Join Details, unless noted otherwise. kele60AZrnplatepositions. a division of 11-11 1, or for r accegance u4anystructure his drrw g,any failure to build the onthti lawinj orL4t.ojs"n shown. WeerspuTbility M, col"M 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 18864 Ply: 1 SEQN: 590287 / T18 HIPS Cust R408 JRef: lW6X4080011 7413 - B - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Qty: I FROM: CH DrwNo: 354.17.1530.45183 Truss Label: B2 SN / DF 12/20/2017 Loading Criteria (pso TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'4"7 577 i4 2' 1 1 5,9„14 14'8" xa_ 41X4 =,[X,l 0 E 258" 19712 25'8" 57*9 6'9"8 4'10"4 6'5"4 1-4" 2W7 77 14 4 8 1 2 12 258 Wind Criteria Wind Sid: ASCE7-110 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc, from endwall: not in 9,00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense T1 2x6 SP SS: Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design, IMPORTANT** FURNISH THIS I req re extreme care in la tinHar nen%fety Information, bMlan B( rr BSI., Unless noted o herwise,top cri,gid ceiliny, Locations shown for errical5a. Ap p standardvlatesto each face o tru! Is 16OA-Z fbr s anclard plate positions. a division of ITW BuildgoomponentsconformancewithANI11, or for he this rawing Indicates acceptance qtoo? this rawing for any structure I Information see this db's eneral notes a e and Snow Criteria (Pg,Pt in PSF) I DefVCSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct, NA CAT: NA I PP Deflection in loc Udefl LAE I Loc R I U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.246 C 999 240 A 975 /107 /510 /- / 135 / 4.0 Lu: NA Cs: NA VERT(TL): 0.676 C 655 240 G 1047 / 127 / 556 1 - / - /4,0 Snow Duration: NA HORZ(LL): 0.155 1 - - Wind reactions based on MWFRS HORZ(TL): 0.290 1 A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Erg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings A & G are a rigid surface, TPI Sid: 2014 Max BC CSI: 0.730 Rep Factors Used, Yes Max Web CSI: 0.549 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17,02.0 1 A, 1114.21 A-6 158 -425 D-E 439 -1354 B-C 691 -2639 E - F 448 -1559 C-D 543 -2022 F-G 437 -1665 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B-M 2644 -603 I-G 1425 -315 M_J 1314 -233 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp, Webs Tens. C.omp, C-M 332 - 1066 J - E 473 -107 M-D 698 -144 J-1 1442 -314 ATE Qz A 0 278 IONA.11liiir it 12/21/2017 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of SCSI (Building iractices prior to performing these functions. Installers shall provide temporary a properly attached structural sheathin and bottgnC g fiord s all havta propertyrestraintofwebsshallhavebraciripinsialledperCIsectionsB37or910asshownaboveandontheJoinDetails, unless noted otherwise. Refer to' ALPINE ill not be responsible for any deviation from this drawing,any failure to build the mift, "y w, installation and bracing of trussesA peal on thit, drawing gelipagi .9, or iy a suitabilityresponsbillsolelyorthedesInshoIn. 13723 Riverport Drive fteiUlinear! of the Building Diisig%or per ANSItTPI I Ac.2. Suite 200 ALPINE: w,rrw.al ineitw.com- TPC wwwtpinstorq:SBCA, v„w r,sbctndustry,com,ICC: w Jccsa(e,org Maryland Heights, MO 6304j Job Number: 18864 Ply: SEQN: 590288 / T2 HIPS Cust: R408 JRef: lW6X4080011 7413 - B - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Qty FROM: CH DrwNo: 354,17,1530.54107 Truss Label: B3 I SN I DF 12/2012017 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'47 5111, i747i_+ 2i;;9 2'47 6'7"9 Wind Criteria Wind Sid: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.99 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C&C Dist a: 3.00 It Loc, from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :Tl 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace BC above filler @ 24" O,C, (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 20'2'* 25'8" 5-6-- 4X8 4X6 D E 25'8" 4'8" 7" 2 3'9"8 56" 1'4" 3i1 4i" 12 2'0" 12 2- 25'8- Snow Criteria (P9,Pf in PSF) I Defl/CSI Criteria A, Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA I PIP Deflection in loc L/defl U# I Lac R /U -,-/Rw /Rh IRL /W Pf: NA Ce: NA VERT(LL): 0.254 C 999 240 A 975 / 109 / 509 /115 /4,0 Lu: NA Cs: NA VERT(TL): 0.697 C 635 240 G 1047 /129 /555 1- /4,0 Snow Duration: NA HORZ(LL): 0.163 1 - - Wind reactions based on MWFRS HORZ( TL): 0.305 1 A Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2,0 G Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC; CSI: 0,782 Bearings A & G are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.751 Rep Factors Used, Yes Max Web CSI: 0. 555 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:20(0)/10(0) Chords Tens.Comp, Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17,02,01A.1114,21 A-B 163 -425 D-E 511 -1642 B- C 691 -2566 E-F 526 -1838 C- D 509 -1819 F-G 463 -1688 W_- SATE 0 R"i,V 0 278 '/ON 11111 IM, W11 "a I 12/ 21/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B- 0 2557 -596 L-J 1568 -305 O- L 1591 -317 I-G 1448 -344 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 0 308 -1035 J - E 502 -69 D- O 491 -59 J - 1 1458 -338 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" T - FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipp ing, gmg, installing.and bracing. Refer to and follow the latest edition of SCSI (Building 08fetyInformation, bj TPI an SBCA) or sa a y practices prior to performing these functions. Installers shall pro de tenporary SI, Unless noted o herwise,top chord shall have propeNg attached structural sheathingand bottom gho ave a progen aid ceilin,?,. Locations shown for ermanent lateral restraint I webs shall have bracing installed per BC I s= i 3, 1374 610, fpInaa. -A y Iates to each face o truss and position as shown above and on the Join Details, unless noted othe se, le 60A Z for s andard plate positions. a division of any failure to build the nor ' C. hesuitability RIM Com" 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number; 18864 7413 - B - OPT SFAM SSHO 17413 - B - OPT SEAM SSHO -David Weekley Homes Truss Label: B4 2i '47 5111, 9181, 24"7 2'8'*9 4X4D I Ply: 1 Tty: 1 12'4" 14'512 2"1"12 258" SEQN: 590289 / T8 SPEC Cust: R408 JRef: lW6X4080011 FROM: CH DrwNo: 354.17.1530.55820 SN / DF 12/2012017 1818" 4'2"4 258" T_ i. 247 T3"9 4'8" 4'0"B 1 "8 7'3"8 1 '4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R 1U 1Rw /Rh I RL 1W TCDLi TOO Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,275 C 999 240 A 975 l 208 / 504 /121 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,753 C 588 240 H 1047 240 /549 / - 14.0 BCCL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.174 J - Wind reactions based on MWFRS Des Lii: 37,00 EXP: B 0.326 J A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 22.16 it Code I Mise Criteria CodeCreep Factor: 2.0 H Min Brg Width Req = 1,5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings A & H 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: 0,760 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 " Rep Factors Used: Yes Max Web CSI: 0.569 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall, not in 9.00 It FTIRT: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.1114.21 A-B 185 -425 E-F 742 -2442 Cumber B-C 748 -2607 F-G 736 -2418 C- D 509 -1718 G-H 482 -1628 Top chord 2x4 SP #2 Dense:Tl 2x6 SP SS: D-E 515 -1669 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. E 0axe 0 278 NA ton", ett 12/ 21/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- N 2603 -627 J - H 1384 -343 N- K 2400 -595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. C- N 369 -1182 K-J 1360 -332 D- N 1252 -348 K-G 1215 -320 N- E 432 -1272 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses, req ire extreme care infabricating,handling, ship Ing, n a ing,an racing. Refer to and follow the latest edition of SCSI (Building rnponent fety Information, TPI an ) r sa a y practice nor toperformingthese functions. Installer t shall provide tempora cinperSl . Unless noted herwisej chord shall have properlyattached structural sheathingand bottom ord shall ave a pro mh6idceiling . Locations shown for r amen lateral restraint I webs shall have bracing installed per BC91 sections 93, B7 or 910, applicable. Ap y Oates, to each face o truss and position as shown above and on the Join Details, unless noted otherwise, kefer to wings160A-Z r standard plate positions, me, a division of ITW Build omponents Group In .%. shall not be responsible for any deviation from this drawin any failure to build the is in conformance with AN I I V1011, or for handling, shipping, instrIlation and bracing of trussesA wl on this dr wlnj, or Tover p 0 :IngthisPrawing, indicates acceptance of o ass ona in I istill1solely for the 121, ANSI/ TPI sho n. he su flity IseothiscawingforanystructureisKleresponsibilgotigengurlodlnpgolDesgerperANSI/ 1 S c.2. more information see thiSJOUS general notes page and those web sites: ALPINE: www.alptnettw.com; TPI wwwJptnstorg, SBCA wwwstscmdustry.com ICC www,iccsaf KIM NiViW com", 13723 Riverporl Drive Suite 200 Maryland Heights, MO 63043 Job Number: 18864 1 Ply: I SEQN: ust: R08 Jef: IW6X4 7413 - B - OPT SFAM SSHO f7413 - B - OPT SFAM SSHO -David Weekley Homes F ROM: CH 590305 / T21 SPEC CC4 rwNo 354, 17R,1530,57230Truss Label: 85 SN / DF 12/20/2010780011 2W7 5' 2"5 14*4" 18'1 20'8" 25'8" 7 ;5 45-11 1114X6 D 126 06X6 0' 6X6CX8E 3X10 -4X8 F G St T1 1 Ea) T rn a) P A, 4X12(83) X1 73112X4 0 X 14NN-L W6 H H ivIIH091 I 3X62Ki B2 1113X44XI3( Al) 7XI0 At--------- 25- 81, 2'4" 7 2'4"5 4'5"4 4'8" 4'0"4 27' 44 2 64 5T'12 VC 5 2 q207 9. 8.. 214.4., Loading Criteria ( psn TCLLI 20. 00 TCDL: 7. 00 BCLL: 0. 00 BCCL: 10. 00 Des Ld. : ffOO NCBCLL: 10. 00 Soffit: 2. 00 Load Duration: 1.25 Spacing: 24. 0 " Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.16 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 Top chord 2x4 SP #2 Dense 31 2x6 SP SS: Bot chord 2x6 SP SS :132 2x6 SP #2: Webs 2x4 SP #3 :WS, W6, W7 2x4 SP #2 Dense: Bracing a) Continuous lateral restraint equally spaced on member. Special Loads Lumber Dur. Fac.=1.25 / Plate Dur.Fac,=1.25) TC: From 56 plf at 0.00 to 56 pif at 19A0 TC: From 28 plf at 19,40 to 28 pif at 20.67 TC: From 56 pif at 20.67 to 56 pif at 27.00 BC: From 20 plf at 0.00 to 20 plf at 19,40 BC: From 10 pit at 19.40 to 10 pif at 20.64 BC: From 20 pif at 20.64 to 20 pif at 25.67 BC: From 4 plf at 25.67 to 4 plf at 27.00 TC: 194 1 b Conc. Load at 20.64 EICI 579 lb Conc. Load at 19.40 BC: 214 lb Conc. Load at 20,64 Wind Wind loads and reactions based on MWFRS, Additional Notes 1) 2x6x5- 8-3 x SP SS Top chord scab centered 2-8- 7 from left end. Attach to one face of chord with 3) rows of 0, 128**x3", min. nails @ 6" oc, staggered 3", Snow Criteria ( Pg,Pf in PSF) I Defi/CS1 Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA I PP Deflection in loc Udefl L/# I Lac R / U IRw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,545 N 555 240 A 1185 /268 1- 1- 1- 14,0 Lu: NA Cs: NA VERT(TL): 1.486 N 297 240 H 1777 /410 /- /- /- 14.0 Snow Duration: NA HORZ(LL): 0.266 J - Wind reactions based on MWFRS HORZ(TL): 0.497 J A Min Erg Width Req = 117 Code / MIsc Criteria Creep Factor: 2.0 H Min Brg Width Req = 2.1 Bldg Code: FBC 2017 RES Max TC CSI: 0.885 Bearings A & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.862 Rep Factors Used: Yes Max Web CSI: 0.971 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type( s): WAVE, HS VIEW Ver 17.02.01A.1114.21 A - B 117 -519 E-F 1431 -6422 B-C 705 -3091 F-G 766 -3521 C - D 541 -2361 G-H 738 -3333 D-E 536 -2336 ATE A 0 ot ff0 2 7 8, NA 12/21/ 2017 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens : Comp. Chords Tens, Comp. B-P 3178 -721 K-J 2961 -636 P-0 3M -703 J-H 2930 -635 O-L 6569 -1467 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp._ C-0 257 -1123 L-K 3395 -741 D-O 1765 -322 F-K 310 -1170 O-E 1056 -4729 K-G 817 -189 L - F 2999 - 684 J-G 531 -23 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I re extreme care in fabricating, handling, h,mIy, Installing and bracing, Refer to and follow the latest edition of SCSI (Building ttefety Information, ti, TPI an SBCA)safety ractices prior to performing these functions. Installers shall provide tempera B SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand boh(on chord shall gav%la properly )r geiidceilingLocationsLocationsshownforpermanentlateralrestraintIwebsshallhavebracinginstalledperCSIsections37cto. a. Apply ats to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A Z for standard plate positions. a division of fim i, orfor n acceptance any s ructure failure to build the I or W. suitability -n. llbility 10111116N., ALPINE M1re1aaruy 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 Ply: 1 SEQN: NI Cust: 741- 8 - AMOPTSFSSHO n413 - 8 - OPT SFAM SSHO -David Weekley Homes Qty: 1 FROM 590290 1 T14 COMCH DrwNo R408: 354, 17JR1530. 58823 Trus3 sLabel: B6 SN / DF 12/20120IW6X408001117 2'4' 7 5111, 9'81* 141" 167A 19'4" 7 47" — 2 A_ 2' 47 7'3"9 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20, 00 Wind Sid:ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7, 00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0. 00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10, 00 Risk Category: 11 Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 22.49 it NCBCLL: 10. 00 TCDL: 4.2 psf Code I Misc Criteria Soffit: 2. 00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing, 24. 0 C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0. 18 Plate Type(s): Wind Duration: 1,60 WAVE Lumber Top chord 2x4 SP #2 Dense 3 1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. WARNING** READ AND FOLLOW At IMPORTANT"* FURNISH THIS DRAWING TO ALL 3 reMe extreme care in fabricatin andling shiging, in 9A, 0eypraciperBCSI.' Unless noted olherwise,top chord shall have pr( ri,gid ceiliny. Locations shown forfptermanent lateral restr icab, e. Ap , n gyflatestoeachfaceo trussandposition as is 160A-Z I r standard plate positions. a division of ITW Buildi 4 Components Group Inc. shall nc conformance wittyANSIPI1, or for handlinj shippin y, it c this Prning, indicatessacceptancej'Tf o ass one a , I, sX e o tIsrawingrranystructureeresponsibillr] 4X4 D 1112X4 19' 4" — . ---- i 47' I'l 1 "4 3'1"12 4 19'4" Deft/CS1 Criteria A Maximum Reactions (Ibs) PP Deflection in too L/defl L/# Loc R / U /Rw /Rh /RL /W VERT(LL): 0, 176 C 999 240F739 /159 /384 1- 1104 /4,0 VERT(TL): 0. 489 C 681 240 G 723 /159 1372 /- /, I- HORZ(LL): 0. 125 H - - Wind reactions based on MWFRS HORZ(TL): 0. 237 H A Min Brg Width Req = 1.5 Creep Factor: 2. 0 G Min Brg Width Req = - Max TC CSI: 0,565 Bearing A is a rigid surface. Max BC CSI: 0.693 Max Web CSI: 0.481 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. VIEW Ver: 17. 02.01A.1 114.21 B-C 483 -1798 E - F 533 -2087 C-D 300 - 1087 F-G 349 .1278 D-E 299 - 1079 N: SLATE 0 0 278 N Ak_),\* r taut 12/ 21/2017 El Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 6 - L 1801 - 430 H-G 1107 -270 L-I 1869 - 418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. C-L 307 - 927 I-H 1215 -297 D-L 649 - 132 I-F 793 -180 L-E 295 - 1000 H-F 170 -635 E - 1 592 - 135 ON THIS DRAWING! TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the late performingthese functions Installers hed -r.. turaI-heathmMand bottom sshall have bracininstalled per BCI veandontheJointDetails. unless noted otherwise. kefer to failure to build the nr ' Ce'r. uXility ANE 13723 Riverport Drive Suite 200 Maryland Heights, n.63024 Job Number: 18864 Ply: 1 SEQN: 590291 / TI 3 COMN Cust: R408 JRef: IW6X4080011 7413 - B - OPT SFAM SSHO f7413 - B - OPT SFAM SSHO -David Weekley Homes Qly: I FROM: CH DrwNo: 354.17,1530.59980 Truss Label: S7 SN I DF 12120/2017 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Stcl * ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: B Des Lcf, 37.00 Mean Height: 22.16 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 9'8" 13'10"12 19'4" 4X4D 19'4" 9181, iW7 9181, T9'4_- Snow Criteria (P9,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defi L/# I L,oc R / U /Rw /Rh IRL /W Pf * NA Ce: NA VERT(LL), 0.031 G 999 240 B 816 /186 /434 1- /115 /4,0 Lu: NA Cs: NA VERT(TL): 0.084 G 999 240 F 727 /155 /375 /. /- /_ Snow Duration: NA HORZ(LL): 0.014 G - - Wind reactions based on MWFRS HORZ(TL): 0.026 G B Min Brg Width Req = 1,5 Code I Misc Criteria Creep Factor: 2,0 F Min Brq Width Req = - Bldg Code: FBC 2017 RES Max TCCSI: 0.310 Bearing B is a rigid surface. TPI Sid: 2014 Max SC CSI: 0.839 Rep Factors Used: Yes Max Web CSI: 0,209 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Chords Tens,Comp. Chords Tens, Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114.21 B-C 586 -1167 D-E 504 -894 C-D 480 -892 E-F 617 -1177 N's, rj_ E3 5,fAT E 0 0 278 NN. 12/21/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B-G 995 -455 G-F 1010 -454 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. D- G 549 -244 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 5 regire extreme care in fabricating, %andfing shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nent safety Information, bjlTPIanS) CA) or safety practices prior to performing these functions. Installers shall provide temporary Ter BCSI, Unless noted o herwise,top chord shall have properly attache structural sheathing and bottor lghord shall (lave aproperty diid ceiling. Locations shownforarmamentlateralrestraintofwebsshallhavebracinginstalledperBIsections3B7or910, ica6 e. .pp y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to s160A for standard plate positions, a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drrwing,any failure to build the conformance with ANS!Iwl1, or for handling, installation and bracmi of truss?sA for on th s' drawl" orTv,,Sp c "g he gg%iflity this drawingg indicates accertanceoDrossonasneeringrmsbii so ely or shown. r gVIsAln e of this grawingoranysructureisfneresponsibiTiVofthrenguiledsi'nKg Desig lorperANS 2. i--- .®n — in -.- -- .— — -.. -- -.. . RIfdP ue 'olnimiAu rnm TPI — CR- — Irr i--f ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 Ply: 1 SEQN: 590292 / T15 GABL Cust: R408 JRef: iW6X4080011 7413 - B - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Oty: 1 FROM: CH DrwNo: 354.17.1531.01180 Truss Label: 138 SN I DF 12/20/2017 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 22,16 it 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 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. TYP) 19'4" 4F4 bAb Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE a 13 19'4" 19'4" DeN/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.001 L 999 240 VERT(TL): 0.004 L 999 240 HORZ(LL): 0.001 L - - HORZ(TL): 0.002 L Creep Factor: 2.0 Max TC CSI: 0.160 Max BC CSI: 0.077 Max Web CSI: 0.050 VIEW Ver: 17.02.01A.1114,21 pa TATE OF 12/21/2017 E] 1'4" -{ Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W B* 73 117 136 / - 17 / 228 J 237 /52 /144 I- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = - J Min Big Width Req = 1.5 Bearings B & J are 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 mes require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building tponent S fety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarymgperBrunlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly hed riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing in I ailed per BCSI sections B3, 67 or E310, ipplicabie. Apply pplates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to wings 160A-Z for standard plate positions. ne, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thesinconformancewithANSI/TPI 1, or for handling shipping, installation and bracing of trussesA eel on thi; drawing oI over pa e n this drawing indicates acce nce of proTessronaf en ineerin5 res onsrbili y sole)or the desr9n shown.he surtabrlityuseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperyANSttTPI1Sec.2. lore information see this job's general notes page and these web sites: ALPINE: www,alpineitw.com; TPI: www.tpinsrorg SBCA: www.sbcjndustry.cam; ICC: www.i=a6 J . 9 _. __.. 1 _—. mH cwNnnr 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304_ Job Number: 18864 7413 - B - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label; EJ3 F, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP6DesLcf-._iT60_ Mean Height: 20,49 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5,0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SIP #2 Dense Bat chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Ply] I SEQN: 590293 / T41 EJAC Gust: R408 JRef: IW6X4080011 Qty: 2 FROM: CH DrwNo: 354.17.1531.02507 SN I DF 12/20/2017 31 31 Snow Criteria (Pq,Pf in PSF) I Defi/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defI L/# Pf: NA Cal NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0,001 D HORZ( TL): 0,001 D Code / Misc Criteria Creep Factor: 2,0 Bldg Code: FBC 2017 RES Max TC: CSI: 0225 TPI Sid: 2014 Max BC CSI: 0,068 Rep Factors Used: Yes Max Web CSI: 0.000 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17,02.01A, 1114.21 W zftO 278 ZV fTE C OX"** 40R\ V T A Maximum Reactions (Ibs) Loc R 1U /Rw /Rh IRL 1W B 222 143 1141 1- /60 /4.0 D 50 /- / 36 1- 1- 11,5 C 59 / 27 /20 /- /- 11.5 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# 12/21/ 2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS eqtgre extreme care in, fabricating, handling shippiin, installing and bracing. Refer to and follow the latest edition of BCSI (Building e"t . e afety Information, b 'YPI an SBCA) or safety ractices phor to performing these functions. Installer shall provide tempora To SCSI, Unless noted o herwise,top chord shall have pro and botto Nord shall avta proge y st ParI9fattab1 I Locations shown foreermanent lateral restraint webs all have bracing installed per B I sections 3 7 or 10 n c "In structural sheathing cable. ceiling. truss . p? platestoeachfacectrussandposition as shown above and on the Join Details, unless noted otherwise. kefer to is 160A- Z for standard plate positions. a division of ITW Buildi Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the f with ANSTal 1, or for handlin shippin?, installation and bracing of trussesA eal on thi draging or y g1sn Frman aver pa w I&tfl,ty ni, wfnidica?s acceptance 7f o ess ona e 11 a u, 1p?lontetor.,ngulr Iggoneblll, solely or the deal mown. he suitability e othisrawingoranysucturesKleresponsibhsIqerperANSIITPIIS%c information see thisjob's general notes page and these Apinstoi §6Ck ±Trat)i;jndustry.corn ICC,,icrsa( ALPINEM ITW CO.~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 63041 Job Number: 18864 7413 - 6 - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: EJ5 Loading Criteria (psfl TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 Des Ld, 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration, 1.25 Spacing: 24.0 " 31:3 2M(Al) Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.33 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4,50 it GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT:20(0)/10(0) Plate Type(s): WAVE Ply: I SEQN: 590294 / Tl 7 EJAC Cust R 408 JRef: IW6X4080011 Oty: 1 FROM: CH DrwNo: 354.17.1531.03497 SN / DF 12/20/2017 51 5' Defl/CSI Criteria PP Deflection in loo Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 C HORZ(TL): 0.010 C Creep Factor: 2.0 Max TC CSI: 0.299 Max BC CSI: 0.234 Max Web CSI: 0.000 VIEW Ver: 17.02.01A. 1114,21 LI-1 A Maximum Reactions (lbs) Loc R / U 1Rw /Rh /RL /W A 195 118 1113 172 /4.0 C 91 1- /62 1- /1.5 B 123 157 151 / - 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Big Width Req = - B Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# SATE 0 278 A 12/21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handli% hil I i istalling and bracing. Refer to and follow the latest edition of BCSI (Building fety Information, b TPI an SBCA) or safely ' ices prior to performing these functions, Installers shall provide tempora,, BSI. Unless noted o he ise,top chord shall have rIyattachedstructuralsheathinRandbottomchordshallhayproger y id ceilin . Locations shown for rmanent lateral r of webs shall have bracing ins, ailed per BCSI sections B3 7 or 10. ile6A,A y plater to each fa o truss and position as shown above and on the Join Details, unless noted otherwise, Refer to6 1 Z r standard plate positions. ALPINE vion of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawin,apy failure to build the (TW '"y mriance with ANSI PI 1, or for handlinj shipping, installation and bracing of trussesA seal on this dr, g,,,nj or over jriPrawins, indicates acce nce 7f Koess ona engine ring responsibility solely for he d n he s blflty 13723 Riverport Drive this rawing or any sr.cture 's go responsibility of t a uilding Des g er per ANSI/TPI 11511, y o n. Suite 200 nation see this job's general notes page and web sites: ALPINE: www,alptneitw.corn; TPI: www.tpinst.org; SBCA www.sbandustry,corn, ICC. wvwxcsafe.org Maryland Heights, MO 6304 Job Number: 18864 Ply: 1 SEQN: 590299 / T12 EJAC Cust R408 JRef: iW6X4080011 7413 - B - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Oty: 1 FROM: CH DrwNo: 354.17.1531.04510 Truss Label: EJSA SN / DF 12/20/2017 if Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.33 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Special Loads Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 pif at 5.00 BC: From 10 plf at 0.00 to 10 pit at 5.00 BC: 727 lb Conc. Load at 1.06 BC: 723 lb Conic. Load at 3.06 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 2X4(A1) 5' E. Snow Criteria (Pg,Pf in PSF) I DefI1CSI Criteria Pg: NA Ct: NA CAT: NAI 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): 0.017 C HORZ(TL): 0.031 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.582 TPI Std: 2014 Max BC CSI: 0.667 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 N 4 Z O 0 t1AT F 'atap •wx.10 IO,A. 0 278dx 441r atrr t t 12/21/2017 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1048 /245 /- (- /- /4.0 C 579 /118 /-!- B 152 /59 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A 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 qy.Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary 6CSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro peeriy l id ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, ila, Apply Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to60A-Z for standard plate positions, a division of 1 PI 1, or for r acce lance any structure failure to build the I or cover pa e in. The suitability X,wm; ICC: w Jccsaf u rrwccwaun 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 18864 Ply: 1 SEQN: 590295 / T37 EJAC Cust: R408 JRef: IW6X4080011 7413 - B - OPT SFAM SSHO n413 - 8 - OPT SFAM SSHO -David Weekley Homes Qty: 9 FROM: CH DrwNo: 354.1 7,153 .05767 Truss Label: EJ7 SN / DF 12/2012017 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) TCLL: 20,00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT, N/ TCDL: TOO Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10,00 Risk Category: 11 Snow Duration: NA Des Lcl:_356_ EXP: B Mean Height: 21 A9 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL * 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 7' 7' Defi1CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W VERT(LL): NA B 360 / 58 /220 1- 1121 4.0 VERT(TL): NA D 127 /- /84 1- 1- 11.5 HORZ(LL): 0.013 D C 169 /78 /68 /- /- 11,5 HORZ(TL): 0.023 D Wind reactions based on MWFRS Creep Factor: 2,0 B Min Brg Width Req = 1.5 Max TC CSI: 0,598 D Min Big Width Req = - Max BC CSI: 0,456 C Min Big Width Req = - Max Web CSI: 0,000 Bearing B is a rigid surface. VIEW Ver: 17.02. 01 A. 1114.21 NZ 5 ATE Az OR\V 0" ftO 278 NA. 4"M 12/21/2017 Members not listed have forces less than 375# IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req re extreme rare in fabricating,hhandling installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponerittefetyInformation, b, TPI nSBCnA)'ngsaetypractices pdor to performing these functions. Installers shall provide temporary bracing per B SI. Unless noted o herwise,top chord shall have pro rxerixattached structural sheathingand bottom ghord shall have a proge attached1y midceilin,?,, Locations shown far permanent lateral restr int f webs shall have bracing installed per B I sections B3 B7 or 10 asapplicable. Apply vlates to each face Wiruss and position as shown above and on the Join Details, unless noted otherwis6, kefer to 4drawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin rwing,an If %omponents Group Inc, shall not be responsible for any deviation from this dr g failure to build the Itrussmtconrramanc ith ANSI 1 1, or for handlin shipping, installation and bracing of trussesA eal on th S drawl or cover pa g his wq, r j a n? h? Ar sho n. The suitability cOnndicaesaccertanceofproassoneIoringresponsibillsolelyortNanuseothisrawingloranystructureistheresponsiblIlWotheuildingDesigVerperANSI, Pfis c. 2, I!_I. ill Cl + 13723 Riverport Drive Suite 200 Maryland Heights, MO 630C Job Number: 18864 7413 - 6 - OPT SFAM SSHO n413 - 6 Truss Label: EJ7A Loading Criteria (psf) TCLL: 20,00 TCDL: 7,00 BCUL: 0.00 BCDL: 10,00 Des Ld 37.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1,25 Spacing: 24.0 " Lumber Ply: 1 SEQN: 590300 / T4 HIPM Cust: R408 JRef', IW6X4080011 OPT SFAM SSHO -David Weekley Homes Qty: 1 FROM: CH DrwNo: 354.17.1531.07060 SN / DF 12/20/2017 It 3X6(Al) Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 21,13 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 It Loc. from endwall: not in 4,50 ft GCpi: 0.18 Wind Duration: 1,60 Top chord 2x4 SP #2 Dense Sot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1,251 Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00to 56plfat 7.00 BC: From 10 plf at 0.00to 10plfat 7.00 BC: 1013 lb Conc. Load at 1.73, 3.73, 5.73 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 4'2"8 7' 6X6 III 2X4 6 C 7' 4'0" 12 211 "4 4'0" 12 F Snow Criteria (PQ,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I MIsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTtRT:20(0)110(0) Plate Type(s): WAVE Def1I1CSI Criteria PIP Deflection in loc L/defl L/# VERT(LL): 0.023 E 999 240 VERT(TL): 0.060 E 999 240 HORZ(LL): 0.009 E - - HORZ(TL): 0.017 E Creep Factor: 2.0 Max TC CSI: 0A53 Max BC CSI: 0.625 Max Web CSI: 0.790 VIEW Ver: 17.02.01A.1 114.21 0 278 ' ONAk- 12/21/2017 fn A, Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 1684 230 / 14,0 D 1813 241 / Wind reactions based on MWFRS A Min Brg Width Req = 2.0 D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375ft Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 291 -2173 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 1916 -242 E-D 1770 -227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. E - B 2073 -209 B - D 280 -2191 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I tgre extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtceBefetyInformation, bj TPI an SBCA) or safety practices pHor to performing these functions. Installers shall provide temporarYISt. Unless noted o herwise,top chord shall have proper) attached structural sheathin and bottvRC ghord shall havta proge yiidceilin,?,. Locations shown for rmanem lateral restraint I webs shall have bracing ins, ailed per C I sections B3, 7 or 10a. Apply fpter .p y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z far standard plate positions. of 1 Fl 1, or for r accartance any structure his drrwing,any failure to build the on jth drawing or or pa 9sgn shown.he suitabilityto9bilityiFOR,= MITW10~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304" Job Number: 18864 Ply: 1 SFQN: 590306 1 T6 HIPM Cust: R408 JRef: lW6X4080011 7413 - B - OPT SFAM SSHO [7413 - B - OPT SFAM SSHO -David Weekley Homes Qly DFwNo: 354.17.1531.08430 Truss Label: EJ7B t_SN / DF 12/20/2017 3' 7' 3' 4 Loading Criteria (pso TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10,00 Des LcIF 37.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24.0 " 3_13 4XIS C 1'4" 3'1"12 3'10"4 3112 7' Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20,49 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall I not in 4,50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=l .25 / Plate Duffac.=11.25) TC: From 56 plf at -1.33 to 56 plf at 3.00 TC: From 28 pff at 3,00 to 28 pif at 7.00 BC: From 4 plf at -1 .33 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 pff at 7.00 TC: 90 lb Conc. Load at 3.03 TC: 59 lb Conc. Load at 5.06 BC: 119 lb Conc. Load at 3.03 BC: 50 lb Conc. Load at 5.06 Wind Wind loads and reactions based on MWFRS, Snow Criteria (Pg,Pf in PSF) Pg* NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 F 999 240 VERT(TL): 0.019 F 999 240 HORZ(LL): 0.002 E - - HORZ(TL): 0.004 E Creep Factor: 2.0 Max TC CSI: 0.265 Max BC CSI: 0.237 Max Web CSI: 0.164 VIEW Ver: 17.02.01A.1114.21 M, STATE 0 4; J OR\ 0 278"";4,PS/0NAC 111<4'112111;Wo 12/21/2017 III 2X4 D A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL 1W B 468 1 114 / /4,0 E 309 f 61 / /1,5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 105 -551 Maximum Bak Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. U01TIP. B - F 456 -78 F - E 473 -75 Maximum Web Forces Per Ply (Ibs) Webs TenS.COMD. C-E 77 -495 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS extreme care in faycati handling shipping, installing and bracing. Refer to and follow the la est edition of BCSI (BuildingfTrussesreqigreexig; nng'SIBMA)t practices phor to performing these functions. Installers shall provide temporpomponentafetyInformation, bj PI anbracingperBCSI. Unless noted ci herwise,top chord shall have properly attached s bottom Nord shall attachedd I ructural sheathin and botto all havta proge 10, iid ceiliny. Locations shown for ermanent lateral restraint of webs shall have bracing installed per 8 1 sections B3, 7tptraapplicaba. A% y plater to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Oerfer to drawings 16OA-Z f r standard plate positions. Alpine, a division of ITW Buildin ,Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build he truss m confFrm.,1pri wil ANSI P1 l,orforhandlin hiFp,ny,mstpIIatio',n albracini of teal on thisdrawing orwrlIP.= I I I tylistingthisIndc.jes acceptance 7f Koliless ono T respoig bill solely or th n.shown. e oresponsibitul7tehle uilding esig erperANSIM? c 2. and use o this yawing or any structure s 4 o no 4 0 W try( 110m"y 13723 Riverport Drive Suite 200 Maryland Heights, MO 63044 Job Number: 18864 7413 - B - OPT SFAM SSHO R413 - 8 - OPT SFAM SSHO -David Weekley Homes Truss Label: CJ1 r- 4"3 L- Loading Criteria (pso Wind Criteria TCLL: 20,00 Wind Std ' ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: B— Des Ld--.if6-O Mean Height: 19.99 it NCBCLL: 10.00 TCIDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design, 12 Ply: I SEQW 5902% 1 T43 JACK Cust: R408 JRef: 1 W6X408001 I Qty: 8 FROM: CH DrwNo: 354,17.153 .09647 SN / DF 12120/2017 CY) 0 LO T— J— 1'4" Snow Criteria- -6e A Maximum Reactions (Ibs) P-9 P—fl- P SF) fi1CS1 Clit.d. N] APg: NA Ct: NA PP Deflection in loc Udefl L/# I LiocR / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): NA B 201 154 1137 /- /32 /4.0 Lu: NA Cs: NA VERT(TL): NA D 9 110 115 1- /1,5 Snow Duration: NA HORZ(U-): -0.000 D C 36 /36 123 /- /1.5 HORZ( TL): 0.000 D Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 Bldg Code: FBC 2017 RES Max TCCSI: 0,198 D Min Brg Width Req = - TPI Std: 2014 Max BC CSC 0,025 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FTIRT: 20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02,01A.1114,21 IMPORTANT"* FURNISH THIS DRAWING TO ALL as a division of ITW Build n,Components Group I c? nformance with AN I PI 1, or for handlin the rawingraindicales aces rtance is fproileofthiswingoranysructuresthermt— ti— man thi. i—. —.— -- .— — fh... . TATTE C) R\ 0 278 /ONAD>e ftllftt ' 12/21/ 2017 S ON THIS DRAWING! INCLUDING THE INSTALLERS I_ Refer to and follow the latest edition of BCSI (Building min these functions. Installers shall provide temporary ictugral sheathing and bottor l; ig chordsallhave a property iave bracinpinsalledperBSIsectionsB3B7or10, on theJoinDetails, unless noted otherwise. kefer to r ' any deviation from this drawing,any failure to build the n eal on this drawin (W rsp, r I&Ilty 'q oftrussesAoriyanbliftysolely.ppOlLe Ign §ho n, e ALPINE.11w, lo~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 7413 - B - OPT SFAM SSHO n413 - 8 - OPT SFAM SSHO -David Weekley Homes Truss Label: CJ3 C3 Loading Criteria (psf) I Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCOL: 10.00 Risk Category: 11 37.00- EXP: BDesLcl. Mean Height: 20,49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 it Loc, from endwall: Any GCpi: 0.18 Wind Duration, 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Ply: I SEQN: 590297 1 T42 JACK Gust R408 JRef: lW6X4080011 Oty: 6 FROM: CH DrwNo: 354,17.1531.10960 SN / DF 12/20/2017 Snow Criteria (Pg,Pf in PSF) I Defi/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Code if Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.225 TPI Std: 2014 Max BC CSI: 0,068 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02, 01 A. 1114,21 W, El 01 STATE OF 444W 4 n 0 278 12/21/2017 T A Maximum Reactions (Ibs) Loc R I U /Rw /Rh /RL /W B 222 / 43 /141 /60 14,0 D 50 /- 136 /1.5 C 59 /27 /20 11.5 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 ire extreme care in fabricating, h dIi hi i g, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingXrig'SIBMA)'% %AefetyInformation, by TPI an I practices phor to performing these functions. Installers shall provide temporaryAl. Unless noted dtherwise,top chord shall h ve properly structural sheathingand bott%n ghard s all have a proge yBhT, Pro C I, str1m 11 ,iid ceilin?, Locations shown for rmanent lateral re webs shall have bracing installed perCl sections B3, B7 r 10, a. Apply Mr, or to pyatstoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. r 6OA- Z for standard plate positions. a division of I PI 1, or for r accertance any a ructure his drrwing,an failure to build the on th drawri or cover pa Lt. 041sn. The suitability l gnjhoNALPINEMITWWPXW 13723 Riverport Drive Suite 200 Maryland Heights, MO 630,< Job Number: 18864 7413 - B - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: CJ5 Ply: I SEQN: 590298 / T38 JACK Cust: R408 JRef: lW6X4080011 Oty: 4 FROM: CH DrwNo: 354,17.1531.11890 SN I DF 1212012017 12 0 Y A t A 1 N 1'4" Loading Criteria ( psli Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: B Des 1- ii.-37.66- Mean Height: 20.99 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24,0 C& C Dist a, 3.00 it Loc. from endwall: not in 4,50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Topchord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 4 Snow Criteria (Pg, Pf in PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ( LL): 0,004 D HORZ(TL): 0,007 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.264 TPI Sid: 2014 Max BC CSI: 0,224 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0) 110(0) Plate Type(s): WAVE VIEW Ver: 17, 02.01A.1114.21 AT 0 ZONACC 0 278 1- 1 1,ilny 12/21/ 2017 A Maximum Reactions (Ibs) Loc R / U 1Rw / Rh /RL /W B 288 / 49 / 179 90 / 4.0 D 89 /- 158 /1, 5 C 116 153 /45 / 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# IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fat dcating, handling shipping, installing and bracing. Refer to and follow the latest edition of PCSI (Building vent fety Information, ti PI an SBCA) or sa Ely practices prior to performing these functions. Installers shallgrovide tempora Ter PS1. Unless noted ol herwise,top chord shall have pro erly attached structural sheathingand bott%Zchord s all Ravy proge7y In Id 'I' LocationsshownforrXiSIsections3, 10, c "In fpermanent lateralrestrintofwebsshallhavebracinginstalledpercab9e. cal tr platestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise, efe s 16OA-Z for standard plate positions. VnT build the r P4 j r sMility A(1T1^0. p,VNy 13723 Riverport Drive Suite200 Maryland Heights, MO 63043 Job Number: 18864 7413 - 8 - OPT SFAM SSHO f7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: HJ3 k_3 Loading Criteria (psf) TCLL: 20,00 TCDL: 7,00 BCLL: 0,00 BCDL: 110.00 Des Ld- 37-00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20.48 it 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS, f , I I Ply: 1 SEQN: 590301 / T7 HIP_ Cust: R408 JRef: IW6X4080011 Qty: 1 FROM: CH DrwNo: 354.17.1531.13393 SN I DF 12/20/2017 4713 412113 Snow Criteria (Pg,Pf 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 Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL):-0.001 D HORZ(TL): 0.003 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.095 TPI Sid:2014 Max BCCSI: 0.137 Rep Factors Used: Yes Max Web CSL 0.000 FT/RT:20(0)110(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 13 5,TATE OF *, OR\V 6 0 278 NA It" 12/21/2017 r] C L0 z U') A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 164 / 80 /4.9 D 69 15 11.5 C 31 /to /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 I extremecareeI fabricating, %andling, shiging, installing,and bracing. Refer to and follow the latest edition of BCSI (Buildingpoy, Information,b TPI an S CA) r safetyy practices prior to performing these functions. Installers shall provide temporary r $1. Unless noted o herwise,top chord shall have pro erlx attached structural sheathingand bottom chord shall havy prrogen9idceiliny. Locations shown for permanent lateral restraint f webs shall have bracingI7 c 10 installedperSCSIsectionsB3, e. Apply plates to each face o,russ and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. of any from this drawintang failure to build the kpealonthir, dr,gh%cir War p,, 9. 0 Mility orthsuitability ,$d.s ANS / 11 Sec. K3- 1wh,;; ITN CO.", 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 115864 Ply: I SEQN: 590302 / T46 HIP_ Cust: R408 JRef: lW6X4080011 7413 - B - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Oty: I FROM: CH DrwNo: 354,17.1531.14147 Truss Label: HJ5 SN / DF 12/20/2017 C 12 4.24 LO in B A 2X4(Al) D Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL1 0.00 BCDL: 10.00 Des Ld 37-00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1,10-10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20.98 it TCDL: 4.2 psf BCDL: 5,0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4,50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in P$F) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7'0"2 7'0"2 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh IRL 1W VERT(LL): NA B 238 /104 /_ 4.9 VERT(TL): NA D 124 /2 1- 1.5 HORZ(LL): 0,008 D C 70 /27 /- 1.5 HORZ(TL): 0,018 D Wind reactions based on MWFRS Creep Factor: 2,0 8 Min Brg Width Req = 1.5 Max TC; CSI: 0.496 D Min Brg Width Req = - Max BC CSI: 0,457 C Min Brg Width Req = - Max Web CSI: 0,000 Bearing B is a rigid surface. VIEW Ver: 17.02.01A.1114.21 ATE OF k" 0 278 41"S SIONA 401 12/21/2017 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 req re extreme care in fab catin h dl h i , installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponerittefetyInformation, b, PIPI anH1838A)'14i ta'fqptyn ractices phor to performing these functions. Installers shall provide temporarybracingperBSt. Unless noted o herwise,top chord shall have proper) attached structural sheathingand bottom ghord shall have pnoWattachri9idceiliny. Locations shown for ermanent lateral restraint f webs shall have bracing installed per BC I sections 83, 0, 610, fpasapglicat5e. Apply tr' I Refer I p y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, 0 drawt gs 16OA-Z for standard plate positions. Alpine, a division of ITW Build ,A -Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANIPI1, or for handlinj shippin ?, instrilation and bracing of trussesA eal on this drawing, or IlstingthisfirgNing, Indica as acceptance of pro ass ona an The P.MbIfilty, ,tynear[ responotb111%solety or ftdesi n. I S c . andseohrawingloranyactureIstheresponsibillofthenguildingas91rperANSI %n. jho maw' 01mi'my 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 18864 Ply: I SEON: 590303 / TI 1 HIP_ Cust: R408 JRef: IW6X4080011 7413 - B - OPT SFAM SSHO n413 - B - OPT SFAM SSHO -David Weekley Homes Qty: 2 CH DrwNo: 354.17.1531.15160 Truss Label: HJ7 SN / DF 12/20/2017 53"5 5'3"5 4'6" 12 10 12 2X44,24 [:7— C 4"3 A FE 2X4(A1) =- 4X4 1, 10" 10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 WindStd: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 Des Ld: —37.60 EXP: B— Mean Height: 21.48 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration, 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SIR #3 Loading Hipjack supports 6-11-8 setback jacks with no webs, Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 4"1 Defl/CSI Criteria A Maximum Reactions (lbs) PIP Deflection in loc L/defl L/# Loc R_ / U / Rvit Rh / RL VERT(LL): 0.015 C 999 240 6 398 /97 VERT(TL): 0.041 C 999 240 E 352 8 1 - HORZ(LL): 0.006 F - D 215 108 /- HORZ(TL): 0,008 F Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.534 E Min Brg Width Req = - Max BC CSI: 0.676 D Min Big Width Req = - Max Web CSI: 0.290 Bearing B is a rigid surface, FATA 4.9 1.5 1.5 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) VIEW Ver: 17.02.01A.11114.21 Chords Tens.Comp. B-C 210 -570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B-F 533 -184 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 199 -579 rv. 1911,VVIto eA E ( is 0 27& 12/21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fab ' t' In dl' h' ' ' stalling and bracing. Refer to and follow the latest edition of BCSI (Buildingclamg, an %s gym,anfetyInformation, byT tan SBCA) as phorto performing these functions. Installers shall temporary 3seS[. Unless noted olherwise,top chord shall have proper) attached structural sheathing and bottom e C ghord s all have proge yiidceiling. Locations shown forpermanent lateral restraint f webs shall have bracing, installed per C I sections 3, B kor 10, a. A ?I e ApplyVistastofaceotrussandpositionasshownJoinDetails, unless noted otherwise, fer to 60A Z or standard plate positions, a division of any his drawing,any failure to build the on thl d awl npor cover pa ge n 1hovn. The suitability ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 ply: 1 SEQN: 590328 1 T19 SY42 4Ref:lW6X4080011 OPT SFAM SSHO 17413 - B - OPT SFAM SSHO -David Weekley Homes 3 ROM: CH No:354.17531.1597TrussSNLab01DF12/20/2017 11,01,10 24'0"10 24'6," 29' 10-"8- T. 135 s 5'4 "8 2- 6" ----1 f"( TYP) 2' 6"12 -+- 2'6"12 --+- 2'612 2'6" 12 2*6" 12 ---j- 2'6" 12 -+- 2'6" 12 -+- 2'6" 12 - 76" 12 I X3 =3X8 =3X4 =3X4 =W=3X4 =-4X8 =3X6 = 3X4 =IIX3 A B C D E F G H I i K L M N 0 ZIP Y X W V U M T S R 1-1 1 X3 3X8 3X4 =_010 =W=3X4 010 3X6 = 1 3X6 = 3X4 E; 3) Loading Criteria (pso I Wind Criteria TCLL: 40,00 Wind Std: NA TCDL: 10,00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA DesLd. 55-00 Mean HeNA ft NCBCLL: 10.00 TCDL: NA pal Soffit, 2,00 BCDL: NA pal Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA It Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense:T2 4x2 SP #1 Dense: Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations, Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up, 18' 10"6 11'0"2 29' l 9'8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# oc R / U /Rw /Rh I RL W Pf: NA Ce: NA VERT(LL): 0.333 X 671 360 Z 919 7.3 Lu: NA Cs: NA VERT(TL): 0,645 X 476 240 T 1982 5,5 Snow Duration: NA HORZ(LL): 0,045 B - - Q 515 /40 7.3 HORZ( TL): 0.063 B Z Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Q Min Erg Width Req = 1,5 TPI Sid: 2014 Max BC CSI: 0,963 Bearings Z, T, & Q are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,821 Members not listed have forces less than 375# FT/ RT,12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, WAVE VIEW Ver: 17,02.01A.11114.211 B- C 0 -2675 H-1 0 -1847 C- D 0 -2675 I-J 1941 0 D- E 0 -2865 J-K 1941 0 E- F 0 -2864 K-L 538 -935 F- G 0 -1847 L-M 527 -W G- H 0 -1847 M-N 518 -945 M: SrtATE4/ B. M " mow OR\ V. 0 2 78N, ONMiV Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp, Z_ Y 1621 0 T-S 374 -1136 Y_ X 3090 0 S-R W -527 X- W 2864 0 R-Q 786 -171 W- V 2857 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. Z- B 0 -1801 I-T 0 -2267 B- y 1165 0 T-K 0 -1489 Y- D 0 -459 K-S 995 0 D- X 213 -536 S-L 0 -375 F- V 0 -1170 R-N 177 -385 V- 1 1725 0 N-Q 190 -873 12/ 21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i req re extreme care in ta icating, %andling, ship gn, installing and bracing. Refer to and follow the latest edition of BCSI (Building nRelyInformation, by TPI an ! safety practices phor to performing these functions. Installers shall pro de temporary Ter B Si, Unless noted dtherwise,top chord shall have properl attached structural sheathing and bottom ghard shall eve a pro any JrigidiceilingLocationsshownforsections6367or10, fpermanent lateralrestraintfwebsshallhavebracinpinstalledperCIcae, AtrplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Is 160A-ZPf9rys standard platepositions. a division of ITW Build r/$ ComponentsGroup Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance PthANSIPI1, or for handlin%shippiny, installation and bracing o trusseaA eal on this drawing or over pa r cthisrawmgr.ndI,, s acceptance of Ard ss shipping, engineeringresponsibility solety fora disil he suitability I sr P an ie ofthiswngloranystructureisaresponsibilityoftheBuildingDesigerperANSTPIc.1hown. information sea this inW% nanami notas nano and theses —h sit- At PINF — .16n.da — TPI wow tninst oca SRCA wow shcindustnt — ICC wow i—af 1.441111., ALPINEmawcom"y 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 1SF8864 1 Ply: I SEQN: 590329 T23 SY42 Cust: R408 JRef: IW6X4080011 7413 - B - OPT AM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes7 DrvqNo: 354.17.1531.17273 Truss Label; F02 SN DF 12/20/2017 256" 8 2* 10"8 10, 61, 2178 228;' 10' 6" 71 10,61, 810_ 0"' 2 TYP' 0" 2 2- 612 -+- 2'6"12 2-612 2-6-12 2*6"12 2'6"12 2'6"12 1 X3 =3X8 =-3X4 =W=3X4 = 3X4 4X8 3X4 =-3X4 =_1X3 A B C D E F G H I i K L M W V T r- Q P F 1 X3xr-1 7 3X10 - 3X4 U =_4XI0 =,W=3S X4 4 X 1 R 3X6 18" 11 " 4 - ----------- ;k-- 6'6'8 ---1 25'6*' 8 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40. 00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R U /Rw /Rh /RL W TCDL: 10, 00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.360 V 623 360 X 975 7.2 BCLL: 0. 00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.665 V 451 240 R 1677 8.0 BCDL: 5. 00 Category: NA Snow Duration: NA HORZ(LL): 0.046 B - - 0 293 /115 1 - 12,8 Des 1- cf. 55.06 EXP: NA HORZ(TL): 0,064 B X Min Brg Width Req = 1.5 NCBCLL: 10. 00 Mean Height: NA it Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req = 1.5 Soffit: Z00 TCDL: NA psf BCDL: NA psf Bldg Code FBC 2017 RES Max TC CSI: O835 0 Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.726 Bearings X, R, & 0 are a rigid surface. Spacing, 24. 0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.769 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT: 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) 1: NA GCpi * NA Plate Type(s): Chords Tens.Comp, Chords Tens, Comp. Wind Duration: NA WAVE VIEW Ver: 17.02.011A.1 114.21 B- C 0 -2907 G-H 0 -2441 Lumber C- D 0 -2907 H-I 0 -2441 Top chord 4x2 SP #2 Dense D-E 0 -3339 1-1 1186 0 Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: E-F 0 -3339 J-K 1186 0 Webs 4x2 SP #3 F-G 0 -3340 K-L 444 -318 Plating Notes All plates are 2X4 except as noted, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp, Chords Tens. Gurnp, Deflection X- W 1736 0 S-R 1017 0 Max JT VERT DEFL: LL: 0,36" DL: 0,34", See detail W-V 3441 0 R-Q 315 -452 DEFLCAMB1014 for camber recommendations. V_U 3340 0 Q_P 318 -444 U-T 3334 0 P-0 320 -438 Additional Notes T-S 1017 0 2x6 continuous strongback. See detail STRBRIBRI014 for bracing and bridging Web Forces Per Ply (Ibs) recommendations. Trussmust be installed as shown with top chord up. 111"W" ilft q bs Webs Tens.Cornp. Webs Tens, Comp, X-B 0 -1929 T-I 1616 0 B-W 1294 0 I-R 0 -2203 W-D 0 -590 R-K 0 -1063 D-V 318 -437 L-0 482 -352 46 G- T 0 -1086 ATE 06/ 46c, 0 278 4111" M 12/21/ 2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ses req ire extreme care infabricating,h handling , , in,.cticasp In insta linanbracing. Refer to nd follow the latest edition o I (Building r provide temporary safety jpo antfa!yinformation, b TPI anSIB18A)'"O& gy or toperforming these unctions. Installers shall ipro an r SUnlessnotedhenivise,top chord shall have properly attache structural sheathin and bottom 1 hard all hav a proge y oh 6 id ceiling . Locations shown r" permanent lateral restraint of webs shall have bracing installed per t sections 3 7 or 10 ipplica e. Appy Agates to each faceotruss and position as shown above and on the Join Details, unlessnoted otherwise. keferto' vings 160A_Z for standard plate positions. ALPINE ne.d Of' TWBujdS1Components on.nts GroupInc.In' shall build w' s'cnfj,nc rth AN1PI lo'forh.lnI shipping, aver 13723 Riverpol Drive.8 this 1. ndi..'.et.n ?rosron. lity Suite 200sorin91y .rct.r.I.spnsI1I org Maryland Heights, MO 6304'. Job Number: 18864 7413 - 8 - OPT SFAM SSHO n413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F03 9.6„ 4VT 1'6"12 ITYPI 1X3 =-3X10 =3X4 A 8 C D E lX3 3X6 U T S Zixlo = 3X4 W=1-10312 Loading Criteria (psf) Wind Criteria TCLLI 40,00 Wind Std: NA TCDL: 10.00 Speed:NA mph BOLL: 0.00 Enclosure: NA BCDL:-- 5m Category: NA Des Ld: 56.00 EXP: NA Mean Height: NA it 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 it Loc. from endwall * NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense:T2 42 SP #1 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted, Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.45", See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -626# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions, Truss must be installed as shown with top chord up, Ply 1 SEQN: 590330 t T3 SY42 I Cust: R408 JRef: IW6X4080011 Qty: 2 FROM: CH DrwNo: 354.17,1531.18500 SN I DF 12/20/2017 24'3" 131"12 76"12 1 1'6" 12 2'6" 12 --+— 2'6" 12 2'6" 12 3X6 =W=3X4 =-4X10 =-4X6 =1X3 F G H I i K L M R Q ri P 0 3X4 4XI0 =-4X10 4 20'5" --1 3.10 -- ------ ---------- i 24-3" Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R /U Rw I Rh—/RL W Pf: NA Ce: NA VERT(I-L) * 0,439 E 551 360 V 1002 1. 1- 7.3 Lu: NA Cs: NA VERT(TL): 0.790 E 401 240 P 2109 / - / - 3.5 Snow Duration: NA HORZ(LL): 0.056 B - - 0 27 /626 1- I - 3.5 HORZ(TL): 0.077 B V Min Brg Width Req = 1,5 Code I Misc Criteria Creep Factor, 2.0 P Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.817 0 Min Brg Width Req = 1.5 TPI Sid: 2014 Max BC CSI: 0,805 Bearings V, P, & 0 are a rigid surface, Rep Factors Used: Yes Max Web CSI: 0.911 Members not listed have forces less than 375# FT/RT: 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. WAVE, HS VIEW Ver: 17,02.0 1A. I114.21 B-C 0 -3020 G-H 0 -2038 C-D 0 -3020 H-1 0 -2038 D-E 0- 3589 I-J 0 -2038 E - F 0 -3590 J-K 1910 0 F-G 0 -3576 K-L 1910 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V-U 1789 0 S-R 3590 0 U-T 3591 0 R-0 3128 0 T-S 3591 0 P-0 0 - 569 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. V-B 0 -1988 G-Q 0 -1208 B-U 1361 0 Q-J 1913 0 U-D 0 -631 J-P 0 -2447 D-S 381 -283 P- L 0 -1580 R-G 774 0 L-0 881 0 JE 0 0 278 OWL Alr 12/21/ WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fabricating, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Buildingreirea, rem, , g, handlingf.ty Information, bmanj ' I TPI an SBCA) r safelyy practices prior to performing these functions. Installers shall provide temporarryyperN, Unless noted o herwise,top chord shall have pro attachedr:edy attach structural sheathin and bottom ghord shall have a proge ymidceiliny, Locations shown for armament lateral restraint of webs shall have bracing 10fpicat5e. p truss rlpinsalledperSC IsectionsB3 B7 orgyplatestofaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. keferto js160A- f rsandard plate positions. divthis i sion IdComponents G? Inc.shall no build .. ' fmfindicatesWB-1 11 is up rh, pin , 'P canformawithP, lt 0, for he Imj . in ic.. t. c. 0 ro ss 0 . . S. II n nnVtyre of thi of y structure t.naIr p risibill P ANE mnw"unwy 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 7413 - 8 - OPT SFAM SSHO f7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F03A 1'5"8 1'4*'l 2 TYP) 3X4 1 X3 A 4- Ply: I SEQN: 590331 / T22 SY42 Cust: R408 JRef: lW6X4080011 Oty: 1 FROM: CH DrwNo: 354,17,1531,20117 SN I DF 12120/2017 24-3" ii9-8 1'3"4 1-3"4 L AD AN W 1X3 =3X4 1111X3 1111X3 II11X3 1111X3 IIIIX3 III1X3 AG 1111X3 III1X3 1111X3 1111X3 1111X3 1111X3 III1X3 III1X3 1111X3 =— 3X4 1111 X3 =W=3X,t Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL1 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ldl-55 60-- 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 GCpi: NA Wind Duration: NA Lumber Topchord 4x2 SP #2 Dense Bot chord 02 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted, Additional Notes Truss must be installed as shown with top chord up. 24' 3" Snow Criteria (P9,Pf in PSF) I Def11CSl Criteria A Maximum Reactions (lbs), or *-PLF Pg: NA Ct: NA CAT: NA I PP Deflection in loc Udefl L/# I Loc R / U /Rw /Rh /RL /W 3X4 1X3 T Pf: NA Ce: NA VERT(LL): 0,000 T 999 360 AO-109 /, /- /- /- 1291 Lu: NA Cs: NA VERT(TL): 0,001 T 999 240 AD Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 T - - Bearing AD is a rigid surface. HORZ( TL): 0,000 T Code / Misc Criteria Creep Factor, 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TCCSI: 0.105 TPI Std: 2014 Max BC CSI: 0,021 Rep Factors Used: Yes Max Web CSI: 0,033 FTIRT: 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 1 .02.01AA 114.21 M -. ATE 0 OR00--* 2 8 12/ 21/2017 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, %andling, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building nentSfetyInformation, t 'CA) r safety practices prior to performing these functions. Installers shall provide temporary Tqr 38SI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall hav nproperty loy ,iidceiliny. Locations shown for ermanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3, 7 c tpicabe, Apply tr yplatestoeachfaceotrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' Is 16OA-Z far standard plate positions. ALPINE a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drawing,an TOfailure to build the g, nformapce with ANSI 1 1, or for handling, shipping, installation and bracing of trussesA $eal on thif, d,.wi V, or over pa r ) , c t ugtfl,ty 13723 Riverport Drive drawing indica as accerrice if go ass one inee I msibili solelyforthe n shown. he s SthisrevvingoranystructureseresponsibilityofthrenguirledlKgDesigerperANSI/TP?IS$% Suite 200 eVIu, % c.2. information see this lob's aeneral notaS Da and these web sites: ALPINE. w el ineitw.com: TPI wwwApinstom.SBCA www,sbcindustrv.corn,ICC. wwwiccsafe.orq Maryland Heights, MO 6304 j Job Number: 18864 7413 - B - OPT SFAM SSHO 17413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F04 9'6" 9-6" V6" 12 ITYPI 2-13"12 --+— 2'6"12 1 X3 =4X8 =3X4 A 6 C D E Ply: 1 SEQN: 590332 / T26 SY42 Cust: R408 JRef: IW6X4080011 Oty: 5 FROM: CH DrwNo: 354,17.1531,21753 SN / DF 12120/2017 20'6"12 V6" 12 9161, 7612 1'6"12 2'612 3X4 =—W=3X4 =-4X8 -1X3 F G H I i K M =4X10 = 3X4 =3X4 =_4X10 3X8 4X6 =W= 3X4 20'612 Loading Criteria (psi} Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pq: 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): 0.481 E 500 360 S 1117 /- /7.3 BCLL: 0,00 Enclosure, NA Lu: NA Cs: NA VERT(TL): 0.842 E 364 240 M 1118 /_ 13.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.060 B - - S Min Big Width Req = 1.5 Des L4. _55.00- EXP: NA - HORZ(TL): 0,083 8 M Min Big Width Re = 1.5 NCBCLL: 10.00 Mean Height: NA It Code / Misc Criteria Creep Factor: 2.0 Bearings S & M are a rigid surface. TCDL: NA psf I Soffit: 2.00 BCDL: NA psf Bldg Code: FEC 2017 RES Max TC CS: 0.617 Members not listed have forces less than 375# Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.776 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24,0 C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.777 C horcs_jen!.Comp. Chords Tens. Comp. Loc. from endwall: NA FTIRT: 12(0)/10(0) 1: NA GCpi: NA Plate Type(s): B-C 0 -3499 F-G 0 -4538 Wind Duration: NA WAVE VIEW Ver. 17.02.01A,l 114.21 C-D 0 -3499 G-H 0 -3498 D- E 0 -4538 H - 1 0 -3498 Lumber E-F 0- 4545 I-J 0- U98 Top chord 4x2 SP #2 Dense Sot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes S-R 2024 0 P-0 4545 0 All plates are 2X4 except as noted. R-Q 2024 0 O-N 4322 0 Deflection O- P 4323 0 N-M 2023 0 Max JT VERT DEFL: LL: 0.48" DL: 0.43". See detail Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014forcamberrecommendations. Webs Tens,Comp, Webs Tens. Comp. Additional Notes S-B 0 - 2248 O-G 610 -135 2x6 continuous strongback. See detail B_Q 1631 0 G-N 0 -912 STRBRIBRI014 for bracing and bridging Q-D 0 -910 N-J 1630 0 recommendations. 000000111111101111[441ts, D-P 609 -135 J_M 0 -2248 Truss must be installed as shown with top chord up. _W Z, TE PO 2,8 12/ 21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r i et in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building eqfety '1ne1mrm.t1`q' Plan SBCA)f r see y practices phorto performing these functions. Installers shall rovidetempora ventper Al. Unless noted olherwise,top chord shall have properl attached structural sheathingand bottozchord Vall havy proge,7diidceilingLocationsLocationsshownforfpermanentlateralrestraintfwebsshallhavebracing1ortoyI, p installed per B SI sections B3 icab e. Applyplaceseach face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A Z r n d plate positions. ALPINE a division of ITW Buildi!-+Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M tTw conformance Vth ANSI PI 1, or for handl% shippin installation and bracing al on thi Tqver pa of trussesA v1, drawin , arc lgtll,ty 13723 Riverport Drive this Prawin , Indicates acceptance if c e Te Talsan sho n. he su I I of the u Id ng DesignersopleerlyAN C.Z to o thisyawingloranystructuresapineerigfelponsbiliSuite200informationsee this lob' s general notes page and these web sites: ALPINE: w ,alpineitw,com, TPI: wwwApinstorg; SBCA, www sbcindustry.corn; ICC, www.iccsafe.org_ Maryland Heights, MO 6304 Job Number: 18864 ply: I SEQN: 590355 / T20 SY42 Cust: R408 JRef: IW6X4080011 7413 - B OPTSFAM SSHO 17413 - B - OPT SFAM SSHO -David Weekley Homes Qty: 7 CH DrwNo: 354.17.1531.23117 Truss Label: F05 10- 6" 111-13" 20T'8 10' 6" 1 87"8 76" 2-6" 12 TYP' 8"4 2- 6-12 ---+— ZT12 ---+— ZT12 'l 2,6„112 1 X 3 =-4X8 =3X4 =4X4 W = 3 X 4 =-4X8 A B C D E F G H I i K C7 1X3 = 3X10=W=H0312 =3X4 1113X4 =WO =3X8 3X6 20' 1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,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 I U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.471 E 499 360 R 1093 1 - I - /7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.824 E 363 240 L 1107 /- / - / - BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,058 B - - R Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 Mean Height: NA ft HORZ( TL): 0,080 B L Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA psf Code ( Mist Criteria Creep Factor: 2,0 Bearing R is a rigid surface. Soffit: 2,00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSL 0.907 Load Duration: 1,00 TPI Std: 2014 Max BC CSI: 0,834 Members not listed have forces less than 375# MWFRS Parallel Dist: NA Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.749 Chords Tens.Comp. Chords Tens, Comp, Loc. from endwall: NA FT/RT: 12(0)/10(0) 1: NA GCpi: NA Plate Type(s): B-C 0 -3399 F-G 0 -4= Wind Duration: NA WAVE, HS VIEW Ver: 17.02,01A. 1114.21 C-D 0 -3399 G-H 0 -3391 Lumber--- D-E 0 -4336 H-I 0 -3391 E- F 0- 4340 I-J 0 -3391 Top chord 4x2 SP #2 Dense Bot chord 02 SP #1 Dense Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes R-Q 1979 0 O-N 4340 0 All plates are 2X4 except as noted. Q_P 4184 0 N-M 4190 0 Hangers I Ties P- 0 4184 0 M-L 1969 0 J) Hanger Support Required, by others Maximum Web Forces Per Ply (lbs) Deflection Webs Tens,Comp, Webs Tens. Comp. Max JT VERT DEFL: LL: 0.47" DL: 0.40", See detail R-B 0 -2199 N-G 608 -150 DEFLCAMB1014 for camber recommendations. B_Q 1570 0 G-M 0 -884 Q- D 0 -868 M_j 1572 0 Additional Notes D-O 531 -217 J - L 0 -2190 2x6 continuous strop back. See detail N, F-N 99 -423 STRBRIBR1014 for bracing and bridging recommendations, Truss must be installed as shown with top chord up. 64 ATE 00) 0 2 7 8 12/ 21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa catin handling, ship , installing and bracing. Refer to and follow the latest edition of BCSI (Building Cgingomponentfetyinformation, by dPlang,SBCA) r sa is K practices phorto performing tress functions. Installers shall provide tempora bracingyer Bin, Unless noted otherwise,top chord shall have proper) x attached structure sheathingand botto%ghords allhavyproge y attach rijidoeilin?+ Locations shown for permanent lateral restraint f webs shall have bracing installed per B I sections 83 7 or 10 I as apicabe. A% y flates to each face -of truss and position as shown above and on the Join Details, unless noted otherwis6. Refer to' drawiggs 160A-Z I r s andard plate positrons. ALPINE Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this draw g,an failure to build the truss incnformancwithSIItorforhapptinshipping, installation and bracing oftrussesA ealonthi nwi or y fir. uisls. this drawingin lea es acceptance 0 rowless ona ponslbjli solely for %f1satin shozyn. W.0r."NAtility 13723 Riverport Drive I In or any structure Is a responsibiiuonf-thr,.no.riedsing Des g er per ANSI C. 2. an useothisrSuite200 For more information see this ioVs general notes page and these web sites: ALPINE wwwalptneitwcorn; TPI: wwwApinst,org; SBCA: www,sbandustry corn; ICC: vwm,iccsareor2 Maryland Heights, MO 6304 Job Number: 18864 7413 - 8 - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F05A A- 1'4" TYP) Ply: I SEQN: 590359 / T34 SY42 Cust: R408 JRef: 1W6X4080011 Qty: 1 FROM: CH DrwNo: 354.17.1531.24277ISNIDF12/2012017 1 X3 =_-W=3X4 A I Q AH AC 1X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 111X3 111X3 1111X3 II11X3 1111X3 1111X3 1111X3 W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10,00 Speed: NA mph 8CLL: 0.00 Enclosure: NA BCDL:- 5.00 Category: NA EXP: NA Des Ld:5 0-0 Mean Height: NA It 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 It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber _____ Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame, Plating Notes All plates are 2X4 except as noted, Additional Notes Truss must be installed as shown with top chord up. 20'1"8 Snow Criteria (Pg,Pfin PSF) Defi1CSI Criteria I A Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R I U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,000 Q 999 360 R' 109 1- / - / - / - 1241 Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 R Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0,002 Q - - Bearing AH is a rigid surface. HORZ(TL): 0,003 Q Code I Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0,084 TPI Std: 2014 Max BC CSI * 0.019 Rep Factors Used: Yes Max Web CSI: 0.032 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 M.- E 0 OR\ Ae"r'410278 N A er 0 vo 12/21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req re extreme care in fabricating, andlinA, shifpin, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCon1ponentRetyInformation, bN TPI MAI e ractices prior to performing these functions. Installers shall provide tempora' bracinuer 8 SI. Unless noted o herwise,top chord snail have properly attached structural sheathingand bott%r chord s all have a proge y rigid H' Locations shown for permanent lateral restraint of webs shall have bracing installed per Sl sections 83, B7 or 10, attach , ceilingasapplicable. A 'y' Isles to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer toP'drawings 160A Nor standard plate positions. Alpine, a division of ITW Buildtin ,A omponents Group Inc, shall not be responsible for any deviation from this drawing,anu failure to build thetrussinconformancewithANI11, or for handlinj shipping, installation and bracing of trussesA cal on thit, drag'i Zg or cover p, listing this drawing, indicates acceptance of go) ession i )nsibili solely r o n. The sulatility r 5 a a MCI u irle 0anduseothisrowingloranystructureresponsibill7o, dlnpg( Desig%er per ANSPITIPMACT For more information see this iob's Qenerat notes page and these web sites, ALPINE: wwwalpineitw.com, TPI PR Apnst,orq: SSCA www,sb6ndustry,com, ICC www,iccsaf r.- I RON= 13723 Riverport Drive Suite 200 Maryland Heights. MO 63041 Job Number: 18864 Ply: 1 7413 - 6 - OPT SFAM SSHO f7413 - 8 - OPT SFAM SSHO -David Weekley Homes Qty: 1 Truss Label: F06 115,18 V8 I V4" 12 V4" TYP) 19' 2"8 ITT SEQN: 590335 / T36 SY42 Cust: R408 JRef: lW6X4080011 FROM: CH DrwNo: 354.17.1531.25360 SN / OF 12/20/2017 III 2X4 =-, W= 3X4 3X4 1112X4 III 2X4 1112X4 1112X4 III 2X4 1112X4 1112X4 1112X4 1112X4 III 2X4 1112X4 1112X4 1112X4 ---3X4 A M Q 4- Loading Criteria (psf} I Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NA DesI-d-65.00 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 It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are IX3 except as noted. Additional Notes See detail STRBRIBRI014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up 197' 8 Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs), or *-PLF Pg: NA Ct: NA CAT: NA I PP Deflection in loc Udell U# Loc R I U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 At' 109 /223 Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 S 57 7.3 Snow Duration: NA HORZ(LL): -0,000 S - - At Min Brg Width Req HORZ( TL): 0.000 S S Min Brg Width Req = 1,5 Code I Misc Criteria Creep Factor: 2.0 Bearings At & S are a rigid surface, Bldg Code: FBC 2017 RES Max TCCSI: 0,105 TPI Sid: 2014 Max BC CSI: 0,021 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,033 FT/ RT:20(0)110(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 OR S; tATE 0 V" 00 278 ON M- 12/ 21/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS treqtgre extreme care in, fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ventceti, qr Befety3information, b TPI an SBCA) or safety practices phor to performing these functions, Installers shall ro 'd t S empora, Ness noted ol herwise,top chord shall have pro attached structural sheathingand bottom ghard a a a proge y n9idceilm,?', Locations shown f%rrmanent lateral restnamtr%f webs shall have bracing installed per BC I sections Bev .7 or 10 trusscab)®. .qp y f lat:s to each face truss and position as shown above and on the Join Details, unless noted otherwise, kefer to s160Aorsanardplatepositions. a division of ITW Build ,,omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the c7riformance Vth AN I 1 1, or for halidlinj shipping, Installation and bracing q trussesA eal on thi drawing or over p rassonethsfrawin , nelicates acre fence IT Ko, C a l,.nrtT!nInyreagonsiblli solely lor t design e sufflatifity 1 117 1 11.9 aothisgrawingforany10.93ures oresponsib a uIld gDesig orperANSIP& S%ecinformation see this lob's oeneral notes Dade and these web sites: ALPINE www.alixneirw,com:TPI, wwwJPinst,oro:$BCA: www.sb6ndustrycom,ICC: wwwJccsafi ALPINE Tw Com", 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 18864 7413 - 6 - OPT SFAM SSHO /7413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F07 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 BCDL: 5.00 Des Ld. 55-00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1-4" 1-4" 1'4" 12 +— 1'4" TYP) 3X4 A T T S 3X4 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 it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 02 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf, NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used, Yes FTIRT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEQN. 590336 1 T35 SY42 Cust: R408 JRef: lW6X4080011 Qty: I FROM: CH DrwNo: 354.17,1531,26500 SN / DF 12/20/2017 11-5" Def11CSI Criteria PP Deflection in too Udefl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TCCSI: 0,119 Max BC CSI: 0,028 Max Web CSI: 0.036 VIEW Ver: 17.02.01A.1114.21 W TE 0 R\< 10 keV 40 278 A\ 12/21/2017 A Maximum Reactions (Ibs), or *-PLF Loc R / U /Rw /Rh /RL /W T* 110 /- I- /- 1- /137 T Min Brg Width Req = - Bearing T is a rigid surface. Members not listed have forces less than 375# IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 5 require extreme care in fabricating, handling hi i installing, and bracing. Refer to and follow the latest edition of BCSI (Building nerilefety Information, by an SBCA) &`1qfNy'n8iacntsice1s prior to performing these functions. Installers shall provide temporaryTerBSt. Unless noted o herwise,top chord shall have properly attached structural sheathingand botTghord shall Ravta progoXLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperIsections3, 7,or 10yicanb'la. "A"tri tr .p? Elates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. eferto s 16OA-Z for standard plate positions. ALPINE a division of ITW Buildrh Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build theconformancetthAN11PI1, or for handling ' st 11 tion and bracing of truss A oal on thi drawing or or p 13723 Riverport Drive r ni.lon gil a responsibilivs-Ts r, this ing, nlicales acts Lance ligir. o ely or the We suitability r. t.r. % nVerei"Oullding Desig er per ANSI/TPI S - . e ofirtris raw Ing or any s eresponsibilitgio h a 1 M, .1hown. Suite 200 information see this job's general notes page and these web sites. ALPINE: www.alpine(Wcom; TPI: w Jpinst.org; SECA. wwwst>csndqstrYcom Ir-C: w Jccsafe.org Maryland Heights, MO 6304: Job Number: 18864 7413 - 6 - OPT SFAM SSHO R413 - B - OPT SFAM SSHO -David Weekley Homes Truss Label: F08 Loading Criteria (psr) TCLL: 40.00 TCDL: 10.00 BCLL1 0.00 BCDL: 5.00 Des LA. 5-5,00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.00 Spacing: 24.0 " 4" 5'4"8 5'4"8 2'6" ---+— 2'612 TYP) III1X3 1X3 =3X6 1111X3 A B C i 1X3 3X4 Ply: I SEQN: 590337 / T33 SY42 Gust: R408 JRef: lW6X4080011 FROM: CH DrwNo: 354,17.1531.27660 SN / OF 12/20/2017 7'3"4 1127'12 1'W1 2 2'6" 12 IIIIIX3 =3X6 I112X4 D E F i— 1— 127"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP * NA Mean Height: NA ft TCDL: NA psf BCDL ' NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 02 SP #2 Dense Webs 4x2 SP #3 Hangers I Ties J) Hanger Support Required, by others Additional Notes 2x6 continuous strongback, See detail STRBRISR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Snow Criteria (P9,Pf in PSF) I DofI/CSI Criteria I A 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): 0.110 D 999 360 J 682 / - /7,3 Lu: NA Cs: NA VERT(TL): 0.253 C 805 240 G 696 1 - Snow Duration: NA HORZ(LL): 0.019 B - - J Min Brg Width Req = 1.5 HCRZ(TL): 0,032 B G Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.526 TPI Std: 2014 Max BC CSI: 0.598 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Comp, Tens. Plate Type(s): B-C 0 -1654 D-E 0 -1654 WAVE VIEW Ve, 17 02 01A 1114 21 1C-D 0 - 666 W : El 5TATE 011F OR\V W, 0 278 /O 12/21/2017 rj Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. oinp. J-1 1126 0 H-G 1125 0 1 - H 1666 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, J_B 0 -1252 H-E 658 0 B - 1 658 0 E-G 0 -1253 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating, handling, shifping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentafetyinformation, b TPI an SBCA) r sa ety practices prior to performing these functions. Installers shall provide tempora bracin per FS1. Unless noted o herwise,top chord shall have proper) g attached structural sheathingand bottom ghord shall have a properlyattachdgidceiliny. Locations shown for permanent lateral restraint f webs shall have bracm Ior 10, as applicable. Apply Flates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 14er to installed per BC I sections 83, B drawings 160A-Z for standard plate positions. Alpine. a division of ITW Buildina Components Group Inc. shall not be responsible for anv deviation from this drawina.any failure to build the m 1,orfor n acceglance any s ucture 1 or ... r n. Th. spa_ ALPINE mmco~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 63041 Job Number: 18864 Ply: 1 SEQN 590338 1 T25 SY42 Cust: R408 JRef: 1W6X4080011 7413 - 6 - OPT SFAM SSHO n413 - 8 - OPT SFAM SSHO -David Weekley Homes Qty: CH DrwNo: 354.17.153128700 Truss Label: F09 SN I DF 12/20/2017 6'9"4 1'3" 12 515*18 Loading Criteria (psq TCLL: 40.00 TCDL * 10,00 BCLL: 0,00 BCDL: 5.00 Des Ld 55,00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA Pat BCDL: NA psf MWIFIRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted, Additional Notes Truss must be installed as shown with top chord up, TYP) 3X4 A F G K 3X4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT:20(0)/10(0) Plate Type(s): WAVE 6-0"8 6'9"4 Defl/CSI Criteria PP Deflection in loc L/dell U# VERT(LL): 0.000 F 999 360 VERT(TL): 0.001 F 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 6 Creep Factor: 2,0 Max TCCSI: 0.117 Max BC CSI: 0.028 Max Web CSI, 0.035 VIEW Ver: 17.02.01A.1114.21 o.' TE op,\v 0 278 12/21/2017 A Maximum Reactions (lbs), or *-PLF Loc R I U /Rw /Rh /RL W L 53 60 L* 102 1 - I - /72.5 G 61 / - / - /2.8 L Min Brg Width Req = 1.5 L Min Big Width Req = - G Min Big Width Req = 1,5 Bearings L, L, & G are 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 extre care in lab * ti In dl' hi i installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentjefetyInformation, b, TWI a'n'g'SBCnA) n?.'safgyn ir'allcti'ces phor to Performing these functions. Installers shall rovidetempora bracing Rat Si.Unless noted o herwise,top chord shall have proper) attached structural sheathing and bottolghord Mail have aprrige'7 rigid or 10 attache rigiciceilinLocations shown for rmanent lateral restraint f webs shall have bracing I IsectionsB3 B7 c as applicable. Applytruss installed per B plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpine, a ch"'lion of ITW Buildl'ngg omponents Group ins. shall not be responsible for any deviation from this drawing,any lure to build the truss s, Writ r covereag latlIng this The upatIlIty 0 andmirwcom" y 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304,' Job Number: 18864 1 ply: 1 SEQN: 590339 / T27 SY42 7413 - B - OPT SFAM SSHO f7413 - 8 - OPT SFAM SSHO -David Weekley Homes FROM: CH Truss Label: F10 1'5"8 4'612 115,18 TV4 1'412 --+-- 1'4" TYP) 3X4 A E U F I- ---- 4-612 Loading Criteria (psrl Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40,00 Wind Std * NA Pg: NA Ct: NA CAT: N/ TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA BCDL: 5,00 Category: NA Snow Duration: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24,0 C&C Dist a: NA it Rep Factors Used: Yes Loc. from endwall: NA FT/RT:20(0)/10(0) 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted, Additional Notes Truss must be installed as shown with top chord up. Defi/CS1 Criteria PP Deflection in loc L/defi L/# VERT(LL) * 0.000 8 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - HORZ(TL): 0,000 B Creep Factor: 2.0 Max TCCSI: 0.103 Max BC CSI: 0,021 Max Web CSI: 0.024 VIEW Ver: 17.02.01A.1 114.21 M: 5tATE A_. ss,q 0 R\Q 10 0 278 "44, 'V IVA%- 12/21/2017 Cust: R408 JRef: lW6X4080011 DFwNo: 354.17.1531.29823 SN / DF 12/20/2017 A Maximum Reactions (lbs), or *=PLF Loc R / U IRw /Rh IRL 1W J 62 /_ /_ /7.3 X 108 1 - 147.5 J Min Big Width Req = 1.5 J Min Brg Width Req = - Bearings J & J are 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 q ire extreme care in 'fabricating, handling, shipm, installing and bracing, Refer to and follow the latest edition of BCSI (BuildingtRelyInformation, b, TPI an SBCA)safety ractices prior to performing these functions. Installers shall rovide temporary B St. Unless noted o herwise,top chord snail have properIg attached structural sheathingand bettor 91 ,achord s all havy pro,Irylidceilin,?,. Locations shown forpermanentlateral restraint f webs shall have bracing 7 or truss p installed per B SI sections B3, e. App y Oates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A.Z for standard plate positions, of I Hi i, or tor r acceptance any structure his drawin any failure to build the on thl dr1%1g1,nj or co ver rptfl,ty L4tjqi iqnIon. e suit 150M M iTw C~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 630C Job Number: 18864 Ply 1 SEQN: 590340 1 T31 7413 - 8 - OPT SFAM SSHO f7413 - 6 - OPT SFAM SSHO -David Weekley Homes I FROM: CH Truss Label: F 11 3" 3" Loading Criteria (pso TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC:From 1100plfat 0,00 to 100 pif at 4,00 BC: From 170 plf at 0.00 to 170 pff at 4,00 Additional Notes Truss must be installed as shown with top chord up. 1112X4 = 3X4 1112X4 A B C Snow Criteria (P9,Pf in PSF) Pg' NA Ct: NA CAT: Nol Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 4' Defi/CSI Criteria PP Deflection in loc Udefi L/# VERT(LL): 0,012 E 999 360 VERT(TL): 0.023 E 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D Creep Factor: ZO Max TCCSI: 0.186 Max BC CSI: 0,436 Max Web CSI: 0.168 VIEW Ver: 17.02.01A.1114.21 M, 0% StAT E 0 vi' 6<11 110 H0278 12/ 21/2017 SY42 Cust: R408 JRef: lW6X4080011 DrwNo: 354.17,1531,30823 SN / DF 12/20/2017 A Maximum Reactions (Ibs) Loc R I U /Rw /Rh /RL /W F 540 /- / /- 13.5 D 540 /- / /- /3.5 F Min Brq Width Req = 1.5 D Min Brg Width Req = 1,5 Bearings F & D are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp, F- E 396 0 E-D 396 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, F- B 0 -490 B-D 0 -490 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 , installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, blyPl ang'SIB18A)"& .,etyaclJces phor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have proper) attached structural sheathingand bottom BCSIshall havy properly attache61,iidceiliny. Locations shown for lateral restraint If webs shal have bracinp installed per BC I sections B3 7 or 10, in r sapplicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to as16OA- Z for standard plate positions. Alpine, a division of ITW Build ,/$omponents Group Inc, shall not be responsible for any deviation from this drawing ,an ufailure to build the trussinconformancerithANI11, or for handling, shiFpiny, installation and bracing of trussesA teal on thi drag) V, or Wrsp naggtflityIriyon. listingthisrawing, ndicales acceptance of proessona engineering t? neerl g respoigelb d sliltysolelyoranduseopthisyawingoranysstructureIstheresponsibilloftheulidinggnerperANOTW 10~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: 18864 Ply: 1 7413 - 8 - OPT SFAM SSHO R413 - 6 - OPT SFAM SSHO -David Weekley Homes oty: I Truss Label: F12 Loading Criteria (psf) TCLL: 40.00 TCDLI 10,00 BCLL: 0,00 BCDL: 5.00 Des Ld 5-5,00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 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* NAft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 02 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1,00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0,00 to 50 pif at 3.71 BC: From 5 plf at 0,00 to 5 pit at 371 TC: 696 lb Conc. Load at 0.73, 2,73 Hangers I Ties J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. 3" F +--- 17'4 TYP) SEQN: 590341 / T32 SY42 Gust R408 JRef: lW6X4080011 FROM: CH DrwNo: 354.17.1531.31847 SN / DF 1212012017 3" 1 1113X6 1113X6 1113X6 A B C 3'8"8 Snow Criteria (Pg.Pf in PSF) DefI1CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lac _R / U /Rw,/Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0.012 B 999 360 E 852 13.5 Lu: NA Cs: NA VERT(TL): 0,021 B 999 240 D 743 Snow Duration: NA HORZ(LL): 0.002 D - - E Min Brg Width Req = 1.5 HORZ(TL): 0.002 D D Min Brg Width Req = - Code I Misc Criteria Creep Factor, 2,0 Bearing E is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.697 TPI Std: 2014 Max BC CSI: 0.190 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.156 Maximum Bot Chord Forces Per Ply (Ibs) FT/RT: 12(0)/10(0) Chords Tens.Comp. Plate Type(s): E-D 542 0 WAVE VIEW Ver: 17.02.01A.1 114.21 M-. StATE 0 ORO 40 27 12/21/2017 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs .. Tens. Comp'._ A-E 204 -687 B-D 0 -601 E - B 0 -613 C-D 0 -630 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I re extreme care in fabri ti h dl* shipping, in§talling.and bracing. Refer to and follow the latest edition of SCSI (BuildingfetyInformation, t TWI ang'S130)"PM Z." y practices prior to performing these functions. Installershall provide temporary BSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand botto , Nord shall have a proge iid ceiliny, Locations shown for ermanent lateral restraint f webs shall have bracing installed perbottom sections 83, B7 or 10, e. Apply trusspyplatestoeachfaceotruss and position as shown above and on the Join Details, unless noted otherwise, kefer to 60A-Z for standard plate positions. Of r i vi i or Tor n4 acceptance c anystructure I tral notes page and his draw g.anx, failure to build the onthisawl9orcoverpt& oesjgn j1hown. The sulfa ALPINE M tTW Co~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 18864 Ply: 3SEQN: 590362 / T39 FLAT Cust: R 408 JRef: IW6X4080011 7413OPT STAM SSHO R413 - B - OPT SEAM SSHO -David Weekley Homes 1Oty 1 FROM: CH DrwNo: 354.17,1531,37277 Truss Label: FGI LSN / DF 12120/2017 3 Complete Trusses Required 51, 2'6"11 4'8"7 7'4" 10 919..9 12'2"9 114WA 14'Q"4 il 5' 2',4"1528321 "ll 1H55+ 2'11 "11 3X10 1112X4 =_3X10 1112X4 =4X12 1112X4 =_4X10 A 6 C D E IF G N" M L K i I H III 3X4 =8X14 1112X4 = 3X4 1112X4 —8X16 0 III 3X6 14'9"4 2'6"11 2'4"15 2*6*'11 2'3"3 2'4" 15 2'6"11 19 + 12'2" 9 —+ 114-4-9-'442'6" 11 + 4' 1 ;l ;6'6 919 Loading Criteria (psi) Wind Criteria Snow Criteria (P9,Pf in PSF) DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PIP Deflection in loc Udell U# Loc R /U 1Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.295 D 600 360 N 4211 1- /_ /7.3 BCLL: 0.00 Enclosure: NA Lu; NA Cs: NA VERT(TL): 0.517 D 436 240 0 5094 /- I - /6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.043 A - N Min Brg Width Req = 17 Des Ld1__ 500 EXP: NA HORZ( TL): 0. 059 A 0 Min Brg Width Req = 2.0 NCBCLL: 10.00 TCDL: Mean Heipsfght * NA ft Code / Misc Criteria Creep Factor: 2.0 Bearings N & 0 are a rigid surface, NA Soffit: 2.00 BCDL1 NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.894 Load Duration: 1.00 TPI Std: 2014 Max BC CSI: 0.840 Members not listed have forces less than 375# MWFRS Parallel Dist: NA Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C& C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.939 Chords Tens.Comp. Chords Tens, Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) 1: NA GCpi: NA Plate Type(s): A-B 0 -3112 D-E 0 -5302 Wind Duration: NA WAVE VIEW Vec 17,02,01A.1 114.21 B-C 0 -3112 E-F 0 -3498 Lumber - C-0 0 - 5363 F-G 0 -3498 Top chord 2x4 SP # 2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SPSSWebs2x4SP #302, W1 1 2x4 SP #2 Dense: Chords Tens.Comp. Chords Tens, Comp. Nallnote M-L 5309 0 K-J 5306 0 L , K 5363 0 J-1 5306 0 Nail Schedule:0.128" 0", min. nails Top Chord: 1 Row @ 2.00" o.c. Bot Chord: 1 Row @ 12.00" o.c. Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" o.c, Webs.. Tens.Comp, Webs Tens. Comp. Repeat nailing as each layer is applied, Use equal A-N 0 -1281 E-I 0 -1945 spacing between rows and stagger nails in each row to avoid splitting. A- M 3297 0 F - 1 0 -752 2" o,c. spacing of nails perpendicular and parallel to B-M 0 -458 I-G 3698 0 grain required in area over bearings greater than 2" M-C 0 -2385 G-H 0 -1560 D-K 0 -407 Special Loads Lumber Dur. Fac.=1. 00 / Plate Dur,Fac.=1,00) ri 1 %' o TC From 50plf at 0,00 to 50 pif at 14.77 N'y S BC: From 5pif at 0.00 to 5 plf at 14.77 TC: 1107 lb Cone. Load at 1,71, 3.71, 5,71, 7.71 971,11.71,13. 71 TC: 743 lb Cone. Load at 12.79 Purfins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. i ATE Additional Notes Truss mustbeinstalled as shown with top chord up. ot2 ov N 0 278"Ne, /ONAk- 12/21/2017 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ayi.re 4ure e care fabricating, handlin shipin in sdal1im,,an racig, Ref er er to and follow w the la te st edition of SCSI (Building C'e'yInormat'on b TP,a Sp'g sa safety .noto performing these aunc onsntile IUnlessnoted 0h et chord h. vP,cerlyatt.chaslruetu,-Ish- thin .n -s0aidceilingLrt' 0ns hwmto 'mnenI lateral rests lntofwba shalt have br..ininstalledpe, ie Apply platerte . .n f.ec 0russand P. 'tion an above on the JoinDetails, unless standard60A_Z for plate positions. a division of any failure to build the I orn. YN"Midtility ALPINmff 13723 Riverport Drive Suite 200 Maryland Heights, _MO 6304 N Y J-, V ( 14 cr, cofy L'i Lu" -Y o D x ZE T, LL, LAJ ZoT n nc) Fe vi 0 T h6 M Z - U) iti vi z § Lijz 11- 1 - , r! u -) 11-11 1(, - 1 0 t 0 af < 0, T CU z D cr iw TOW < U-J 10) V C, V) 70 0 J , I t 9 c, ag, 6 K 6W571 0, 17XgI LO (D __I - > P " - F--1 IWNI §M U C-, Z. C- 1C) L" J, 3: Ln Ecr LLj Li E a: rr c:) z Li z < C, c" Z Li n u V) L. j 0 U) L, z Ft L L -1 t? Oi z Ls. U- La U- 04 aLn0 U- 0 04L, aCN U- izoi X cs 0 CE tloj ZI I tL Z L-1 goi901 90- 1 1tV4 1 1Pi1 goi z ZZ$,YVU soi X IZZYYHlco 00 GOJ ZZPYRI 7- 0 -- j- C 0 0 Alt City of Sanford Building and Fire Prevention Product Approval Specificatioril-for Permit # 2 6 2 Project Location Address 2832 Gripper Circle, Sanford, FL 32772, As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.o[g. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -impact" Opaque FL# 1521337 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro, Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding Sectional Amarr Dwg. IRC-6016-120-15, 10'Thru FL# 5302.10 16'wide. Roll Up Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# E19715Window Horizontal Slider Casement June 2014 Double Hun.. Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Awning Silver Line by Anderson Extruded PVC Picture Window FL# 14918.# Pass Through Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofiqa_Products. Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-R15 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofinq_F asteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofingjiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof S stems Roofing slate June 2014 Cements/ Adhesives Coating Liquid Applied Roofing System Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16&d8,%PA Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment 6. Skylights Skylights 7. Structural Components Wood Connectors Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing_ Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products ppiicant s Signature 141 Z Applicant's Name .. Bracy Wisgers PC Please Print) June 2014 Florida Building Code Online Page I of 5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff 13CIS Site Map Links Search Product Approvald,b'or 4 USER: Public User erQgMgLApXqyALM,WM > product or nr > ARplLga i > Application Detail FL # FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsuttants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.corn Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) of IndeDndenc&.,pi0f 514DAnd 101/1.S.2 10I/I.S.2/NAFS AAMA/WDMA/CSA101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Year 1997 2002 2005 2002 2002 2002 1994 http://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDqv3yVVKJZ 1 QR... 3/8/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = 40 FL # 15213,21 Model, Number or Name Florida Licensed Professional Engineer or Architect EU5213--U Method I Option D 10/20/2017 10/20/2017 10/24/2017 12/12/2017 Description 10 0 Page 2 / 2 0 0 u, Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No &_ 2RJ ILWjn5t_j5Zjj2L.pd_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.21 for Design Pressure Ratings, any F _yALJ5211.2 1. LV additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.22 v. Smooth/Wood Grain/White Wood "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door 18' 0 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EU5ZLI Rjjj_AaLtRg 15_ZO.Za_.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; INST 15213.22 for Design Pressure Ratings, any E—L15-U3-K3 AE_(p) Ev@L1520.22.pff additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,23 w. Smooth/Wood Grain/White "Impact" Opaque Fiberglass Single Door with Sidelites Wood Grain/Rustic/Mahogany utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - I Series Fiberglass Door 18' 0 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 11 ( Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.23 for Design Pressure Ratings, any EL1521L R3 AE_01XvAl 15Zkj.2j.p&f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,24 x. Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; INST 15213.24 for Design Pressure Ratings, any ELk5Z13_R,3 AE__(41 F I kf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,25 y. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ-. No Installation Instructions http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQR... 3/8/2018 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* INST 15213.25 for Design Pressure Ratings, any fU 213 R1 AE _0)_fval 15213.25;pQf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.26 z, Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELj5ZLj_g3_JLAA)_j,ri9_j52 32 gf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.26 for Design Pressure Ratings, any FU_2kj_" AE 1I 5ZQ§.p foval — — - gL additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.27 Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Single Door utilizing Woad Grain/Rustic/Mahogany Snap Frame" Glazing - Inswing/Outswing (X - Siries Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 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 15213.27 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.28 zb. Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or Series Fiberglass Door XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EL1U12_U_JJ_(AM09_15113 —.0 -.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 15213,28 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.29 zc. Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Series Fiberglass Door OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL15213 R__Ll _(aAjn§LL5ZU. 29 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 15213.29 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 30 Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Double Door utilizing rzd. WoodGrain/Rustic/Mahogany oSnap Frame" Glazing - Inswing/Outswing (XX - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No EL15Z1aK!jL(fin 5t_LWJj.jQ_. pd-f 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 15213.30 for Design Pressure Ratings, any 15213.__Q.gd[f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 31 ze. Smooth/Wood Grain/White 8'0 '"Non Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Series Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELOWLE111 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 15213-31 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ I QR... 3/8/2018 Florida Building Code Online Page 4 of 5 15213.32 I zf. Smooth/Wood Grain/White Wood Gram/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other, INST 15213.32 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.33 zg. Smooth/Wood Grain/White Wood Grain/Rustic/MahoganyISeriesFiberglassDoor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213,33 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.34 zh. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 8'0 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite" Glazing - Inswing/Outswing (X - Configuration) Installation Instructions L*Ll 2,pAfL33_- - Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL_ 152j3__R3 _AFAqE\(l Created by Independent Third Party: Yes 8' 0 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing " Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Installation Instructions EL15U:) 1 .}_.(n.gS 15.Z Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELL5_ 2_U_B3__&_y I _I,52DQj_.P4f Created by Independent Third Party: Yes 8' 0 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1152La R 3UAgj.LnA 1521_1,34.S-df 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 15213.34 for Design Pressure Ratings, any EM2)1 R 3ALJ_4)_t0j 15213,34,Vdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213 zi. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 8' 0 "Non -Impact" Glazed Fiberglass Double Door utilizing Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 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 15213.35 for Design Pressure Ratings, any, additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I 15213. 36 zj, Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing Series Fiberglass Door (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No fL1 5ZJJ R3 _jL_(a n5t_1 - i5 If jjn _W 13 3 -P-T 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 15213,36 for Design Pressure Ratings, any ELj5Z13_R additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 37 zk. Smooth/Wood Grain/White 8'0 "Non -Impact" Opaque Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) ISeriesFiberglassDoorILimits of Use Installation Instructions Approved for use in HVHZ: No 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 15213-37 for Design Pressure Ratings, any E 21 R Ev LtWjZ.,pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 38 zl. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany ISeriesFiberglassDoorLimits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 8' 0 "Non -Impact" Opaque Fiberglass Double Door - Outswing XX - Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ 1 QR... 3/8/2018 Florida Building Code Online Page S of S Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. INST 15213.38 for Design Pressure Ratings, any F i 1 R A Al Eval: 15213.38.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.39 zm. Smooth/Wood Grain/White 8'0 "Non -Impact" Opaque Fiberglass Double Door (utilizing Wood Grain/Rustic/Mahogany DLP Astragal) - Outswing/Inswing (XX - Configuration) Series Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLi 21 ! 3_ I1, _(.ir Sri 39.D& 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 15213,39 for Design Pressure Ratings, any 2 3 _R3 AL (a} FYI 1521 Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.40 zn. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213.40 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Go to Page 8'0 "Non -Impact" Opaque Fiberglass Double Door (utilizing DLP Astragal) with Sidelites - Outswing/Inswing (OXXO - Configuration) Installation Instructions FLi5213 R3 II fa} I 2Qat?f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS213 R3 AE (a) Eval 15213.40.Ddf Created by Independent Third Party: Yes 0 0 Page2/20 0 Qgidct Us :: 2§Q1 QIji[I F - The State of Florida is an AA/EEO employer. Coovridht 2007.2Q13 State df Florida.:: :: c,gssitriliN Statement :: Refund 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 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 45S.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 emalis 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 dick hap,. Product Approval Accepts: t E Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 3/8/2018 s r V 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 56h Edition 2017) Florida Building Code (FBC) structural requirements excluding the "high Velocity Hurricone Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing of stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 & R301 21.2. 4. Far 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5, Site condllions that deAote from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevotJori. design pressures, & general notes 2 Door panel details 3 A&E—wtd crass sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 From,- anchoring - I X buck nxisormy corMruci on 7 Big of mateiiols & components 375MAX. OVERAII FRAME WIDTH 0 zz z 0 d Li LJO Lj0 0 SWING; MAX FRAME DIMENSION DESIGN PRESSURE (PST) POSITIVE NEGATIVE INSWING 37.50'x 97.50" 75.0 75.0 OUTSWING 37-W x 96-W 75.0 1 75. 0 SME N. T. S. DWG, BY. JK CW1 BY, LFS OR. 1nanC W, FL- 15213.37 W w 47 /,1:::4:z INTERIOR tp cOn w z &t 6 m U of ,. z n• a. a v Z o Z S3 g Ew O m e L , L 0. EXTERIOR 44 - a " m °a a T 41 $£0Z 1 HORIZONTAL CROSS SECTION 0 3a 2 42 `o 'a CipzC3 0 35.75 MAX. 0.4° --j a g m z DOOR PANEL W{DTH i 3 a pp h U pF-1 O T 0 pm LATCH 8 H NG£i31£ CAP' 42 PVC Comp. PVC Comp. INTERIOR EXTERIOR i L NNN u Z V3 Z i > KL3Elm1OO U j- t S9 44 LI H IILE tp I N Z Cl!I 45 NQI n a ? iLIM— N z U 2 VERTICAL CROSS SECTION SCALE: N 7 S ° t307TOM RAIL 2 oxo. ar: JK PVC Cane. 47 H1 EE SALELVL C"K, BY. LFS 3 a DOOR PANEL DpAwpir, N Ott f1-75273.37 fl N SNEEf 2 4f 7 1 2 A 4 EMB.(TYP.) 4 21 A ; 2z a, a z n z *`- z » °w2 n t111, o n ° i INTERIOR 0 N •. 7 S ^ v z 0 LiN ;t-00 Smccw 44 ^ a vg m aa`am E z 1 S 3d 3 2 n x 3 0 U 3 EXTERIOR 27 G z 3 HORIZONTAL CROSS SEC77ON a 3 Shown w/ I X sub -buck a z oa 0 1- 1/1 MIN. 4 D 1-1/4"MIN. a b z EMB. ( TYP.) EMB. (TYP.) Y q Ws D e j CSINK CSINK 1 , PP.) { TYP.) j/7'A 21 21 i M 0 i z i U 77 i > FO 20 AO INTERIOR INTERIOR lz DATE 05101 12 i L EXTERIOR EXTERIOR a SCALE N.T.S. 9 11 40 27 (mil J OWC. Er,: JK CH3c. er: LFS 3 E ff)alsoopproved HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRMlVG No.: Outswing shown - inswingsh- inswingFL-15213.37 atsa approved saga 3 or 7 0 2 0 r' z a lY O G e , ice' - a I O n WZ a xz o um 4 iv A C Ez a 5 zm y mesas,. m w C 3 oz 9 B a 40 21 i 7 40 7 in z a o EXTERIOR INTERIOR EXTERIOR INTERIOR o3m ` 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SEC77ON 4 Shown wll x sub -buck a m< v 4 Outswing shown - insving jj 0950 opprOu¢d O o r EXTERIOR INTERIOR a a l xm EXTERIOR INTERIOR" 4fl b 00NN Z od O 7 31 za 33 000 E 1 0 W 1 P 1 P y D P ° n D N Z. Ll TE05101112 z sea£: N.T.S. 9 IF Dave, BY, JK m crew. BY; LFS 3 3 VERTICAL CROSS SECTION 4-' VERTICAL CROSS SECTION DPAWIW No.: q Outsving confWafion 4 in-ty conWotson FL— 152 7 3.37 T 0 sr n 4 Dr 7 z a TYP. HEAD w TYP. HEAD & I ,,, i o H z° JAMBS en JAMBS U MASONRY OPENING MASONRY OPENING o z° K o a m o aaiCv, fl a R r man b maa4 4 o E oz xv Zrpn". to p m FRAME cv o 0 za 2X BUCK 10 zz a o 11 a!j45m zQU J+ Cim 0 OQ 2X BUCK o v HINGE DETAIL J m F TYP. @ SILL mm t. 4 LL 9 V_D BUCK ANCHORING HINGEJAMB FRAME ANCHORING STRIKE JAMB h Masonry 2X buck construction CONCRETE ANCHOR NOTES: ti r 1. Concrete anchor locohom at the comers may be od,usted to maintain the im. a a edge distance to morfar)Qints. 2 2. Concrete anchor tocotrons noted as MAX. ON CENTER" mast be odiusted to n +n g maintain the min, edge distance to mortar joints, additional concrete onchon may be requ&eed to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: o_ y o Z a TYPE EDGE ANCHOR LATCH d DEAQBOIT DETAIL DATE; 45 0 7/ 7 2 i scv. E: N.T.S. N' G. By..JK mm CW. BY: LFS 3 ULTRACON DPAW04G MD.: WOOD SCREW INSTALLATION NOTES: FL-1527 3.37 o 1. Maintain a n* mwn 51T edge distance, 1 "end distance. & l"o.c. spacing of srcEr 5 or 7 G woodscrewstopreventthesplittingofwood. ANCHOR ANCHOR MIN- MtN: CLEARANCE MIN. CLEARANCE SIZE EM$EDMEM 70 MASONRY TO ADJACENT tm I A" ta/a" 2• TAPCON ELCO 1/ A" 1.7/A" i" 10 r mo TYP. HEAD & f lat*•tit 0 n °D z° I MASONRY JAMBS o o f z m z U1OPENINGgr $ `c m o aN 5qca HINGE DETAIL o 1 i 2V E oz I S FRAME qiw uzcp0 Mz nI Uo I O L O iRz Lm60uxn5 w0 Z I BUCK o 27g} a f m LATCH 3 DEAD8017 DETAt1 1_— ' TYP. @ SILL t, U n V O O Nz to CONCRETE ANCHOR NOTES: HINGEJAMS FRAME ANCHORING STRIKE JAMS 22 t. Ccxocrete onchar bcafxofu of the comers may be acqL+sted to rnm tofn the n*L Masonry 1 X buck Consftu&on edge datance to rnwtar) is, 2. Caxxete oncha bcofiorss rated as'ndAX. ON CENIER"mest be odJvsfed to Z z mohtaln the mn edge distance to memo fonts,odahpa connate onct as n » m may be required to em" Nxe -MAX. ON C04W danenshn ore not exceeded. a a 3. Cancrefe anchor tcrble: ANCHOR ANCHOR MIN. MtN, CLEARANCE MW, CLEARANCE o v m zZQ wxe, 05 0 7 12 ez scue N.T.S. ° BY: JK ma ITW cwc. BY, Lf S 3 oRWNG NO.: C WOODSCREWtNSTAUATX)N NOTES: t. Maintain o minimum 5/8"edge distance, V end dbtonce, a 1• o.c. spockV Of FL— 75213.37 wood screen to prevent the spitting of wood. w s, w 6 or 7 G SUE EMBEDMENT-:: TO MASONRY TO ADJACENT jypE' EDGE -. ANCHORmy t a' t•7/' r o^ TAFCON ELCO t/ M t•7/4" 1' d' UURACON 7AY N BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 0 B 2X BUCK SG >= 0.55 WOOD z 41 C2 ,O zg d; C D 114- MAX. SHIM SPACE 114"X 2,3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL k56- co E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE Florida Building Code Online Page I of 5 ININTAIMMMEM11 15t., krdlnmm===M= 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search W" Is Product Approval USER: Public User reiggyc rl ErQgM, > A2p[u4#qgR_Wg > Application Detail FL # FL15213-R3 T, I I Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/ Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgcotisultants. com Authorized Signature Vivian Wright rickw@rwbidgconsultants. com Technical Representative Scott Johnson Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc. com Quality Assurance Representative Ron O'Connell Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro. com Category Exterior Doors Subcategory Swinging 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1, King, P.E. 1,/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Etj52j3R3_ QQI r ifi f In n ncgp f CbLQP pgj_ft_ _4_ 5" Ad"A 10I/ LS.2 101/ 1,S.2/NAFS AAMA/ WDMA/CSA101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 you 1997 2002 2005 2002 002 2002 1994 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3yV VIA JZ 1 QR... 3/8/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect F iv (a) Fourvalency F C-A-Aq Af Method I Option D 10/20/2017 10/20/2017 10/24/2017 12/12/2017 Summary of Products Go to Page 0 0 Page 2/20 0 FL # Model, Number or Name Description 15213.21 u. Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELL5 R I)_jAjjR$tj52I1ZL.pgf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.21 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.22 v, Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ELj5ZLj_Uj1 1_0) Ing-LKIIL.N-mlff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.22 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,23 w. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites Wood Gram/Rustic/Mahogany utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 Il (a) Inst 15213.23.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.23 for Design Pressure Ratings, any EU52jj_R3_AF tgj I v 1 I5213.23,odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,24 x. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany SeriesIFiberglassDoor 8'0 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; INST 15213.24 for Design Pressure Ratings, any E115ZL3_R3 AjLDjSvA1_j5,Z_t3.Z4.p-0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 1521125 y. Smooth/Wood Grain/White Wood WO "Impact" Opaque Fiberglass Double Door with Sidelites Gram/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ 1 QR... 3/8/2018 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; INST 15213.25 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.26 z. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - I Fiberglass Door I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ; No ELL52L Pa ILAAjjnst_t5Zj3.26.gdf Approved for use outside HVHZ: Yes Verified by: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.26 for Design Pressure Ratings, any EU5213 R AE vdA52 Z(.P fI—14IL— 13- 5-W additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.27 za. Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Single Door utilizing Wood Grain/Rustic/Mahogany "Snap Frame" Glazing - Inswing/Outswing (X - I Series Fiberglass Door I Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: No 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 15213.27 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.28 zb. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 8'0 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No 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 15213.28 for Design Pressure Ratings, any EL15ZL1_E3_Af_kd1fAW_L5Z112ffW additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, I I 15213.29 zc, Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Single Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Series Fiberglass Door OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15-2-13_93ij 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 15213.29 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.30 zd. Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Double Door utilizing Wood Grain/Rustic/Mahogany Snap Frame" Glazing - Inswing/Outswing (XX - Series Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No 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 15213.30 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,31 ze. Smooth/Wood Grain/White 8'0 "Non -Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Series Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 45-L -IL — fLL52j3__R3_jLfa.1"13 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 15213.31 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDqv3yVVKJZ 1 QR... 3/8/2018 Florida Building Code Online Page 4 of 5 15213,32 Smooth/Wood Grain/White Wood Grain/Rustic/MahoganyIzf. Series Fiberglass Door WO "Non -Impact" Glazed Fiberglass Single Door utilizing 'Lip Lite" Glazing - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL152 U,_R1_U__01JD5LL5_Z11 4Lv0_f 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 15213.32 for Design Pressure Ratings, any Fjj5_Zj__Rj_j_E Aa_UyALJ52jj.jZpdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213,33 zg. Smooth/Wood Grain/White Wood Grain/Rustic/MahoganyISeriesFiberglassDoor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213.33 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213.34 zh. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213.34 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.35 zi. Smooth/Wood Grain/White Wood Grain/Rustic/MahoganyISeriesFiberglassDoor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213.35 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.36 zj. Smooth/Wood Grain/White Wood Grain/Rustic/MahoganyISeriesFiberglassDoor 8'0 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Installation Instructions ELLUJI-RI ILIA"n _1521.pdfff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports El, 2R3_AE_(AJE\(a 5213.33.pkf Created by Independent Third Party: Yes 8'0 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO Configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELL52 U AE (41E_v412A3JAp:0_f Created by Independent Third Party: Yes WO "Non -Impact" Glazed Fiberglass Double Door utilizing Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) Installation Instructions E"5211—RL JIA"AA5211a5_-PAf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E-U52j,RIAE-W Al,A5ZLI35-.Pf Created by Independent Third Party: Yes WO " Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No E"5213_,Rj Ins _L5213.3__&j 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 15213,36 for Design Pressure Ratings, any 20_R1_AE__(a) EyaL152!"§,_pd_f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 37 zk. Smooth/Wood Grain/White WO "Non -Impact" Opaque Fiberglass Single Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) ISeriesFiberglassDoorILimits of Use Installation Instructions Approved for use in HVHZ, No ELM11_R3_L1_DjLn3t_L521 3 3 7 p&f 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 15213.37 for Design Pressure Ratings, any I 213_,17.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213. 38 zi. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 8' 0 "Non -Impact" Opaque Fiberglass Double Door - Outswing XX - Configuration) Installation Instructions pdf Verified By: Lyndon F. Schmidt, P.E. 43409 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDqv3yVVKJZ I QR... 3/8/2018 Florida Building Code Online Page 5 of 5 Impact Resistant: No Created by Independent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other: INST 15213.38 for Design Pressure Ratings, any FL121R3_AE (}yal 1521$p If additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.39 zm. Smooth/Wood Grain/White 8'0 "Non -Impact" Opaque Fiberglass Double Door (utilizing Wood Grain/Rustic/Mahogany DLP Astragal) - Outswing/Inswing (XX - Configuration) Series Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLL5. 1 R3, II (a), n 12pf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.39 for Design Pressure Ratings, any FR3 AE .(g)_-vai 15?l, 39.a f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.40 zn. Smooth/Wood Grain/White 8'0 "Non -Impact" Opaque Fiberglass Double Door (utilizing Wood Grain/Rustic/Mahogany DLP Astragal) with Sidelites - Outswing/Inswing (OXXO - Series Fiberglass Door I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No fjj5213R2jj_jAhja A52 LjAQp&ff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.40 for Design Pressure Ratings, any I additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page Back fdc:%t 0 0 Page2/20 0 QontacY Us :: 2601 Blair Stone Road. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovrioh9S'ssibiiity Statement :: RefuBQ,$latement 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(t), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click D&p,. p Product Approval Accepts: L 1 Credit Card Safe http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 3/8/2018 s ice. r o 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON-timpAcr, GENERAL NOTES 1. Tit product has been evaluated and is in compliance with the 6th Edition f2017) Florida Building Code (FBC) structural requirements excluding the "l-figh Velocity Hurricane Zone" ffivHz). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bone debris protection this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2.2 & R301.2.12.1 . 4. For 2i(stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction, 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEET# DESCRIMON I Typical elevations, design pressures, & general notes 2 Door ponesl details 3 Hm=td cross sections 4 verlilcd cross sections 5 Buck and frorne anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 BM of mateiiols, gkrzirV details & components 37*5T MAX OVERALL FRAME WIDTH z 3: z 3: 7 0 tE 0 C o 0C 6 FULL LITE 37-T'MAX, OVERALL FRAME WIDTH 3/4 LITE 0 1z OVERALL, DIMENSION OVERALL DIMENSION I GLASS TYPE DESIGN PRESSURE (PSf) POSITIVE NEGATIVE 37.50" FULL LITE 21.00" x 79.00" 47.0 47.0 INSWING x 3/4 LITE 21.00" x 63.00" 47.0 47.098.00r 37.50 FULL LITE 21 .00" x 79.00" 47.0 47.0 OUTSWING x 3/4 LITE 1 21 .00" x 63.00r 47.0 1 -47,096.50" OATE.- 02176172 1 SCALE: N.T.S. DWG. sr: JK CAA BY: LFS FL - 15213.2 7 im _7 or 7 39 z INTERIOR U n EXTERIOR 41 35.75"MAX, DOOR PANEL WIDTH o 5E Ed z ci 0 0 00 0 PANEL Full 11 HORIZONTAL CROSS SECTION 35,75" MAX. DOOR PANEL WIDTH 2 I,W MAX. L WIDTH E Ci Ed z 0 0 0 C4OAOOR PANEL F7 T OP RAIL C 43 TCJNA HINGE STILE C 44 TCNSvesup cekAcw TTOM L SALE REINFORCEMENT 45 EXTERIOR GLAZING COMPOUND 0.5'GLASS ]"MIN. SITE GLASS THK. I le' TEMPERED GLASS AIR SPACE OPTIONAL DECORATIVE INSERT AIR SPACE 1/8" TEMPERED GLASS INTERIOR ALUM. GLAZING SPACER SNAP IN LITE FRAME e_21AUNG DETAIL Z o0r) 0 s 0 .0 z1. o0 0 41 ck: zo CL C'm INTERIOR EXTERIOR mill VERTICAL CROSS SECTION 4-0 I . zI L xr. 02116112 !j ALE: N.T.S. OG. BY. JK i W_ ary. LFS tAwm FL— 15213,27 IEET _2 OF i X 1 1/f O O 41 0.15" CS1NK rya t HORIZONTAL CROSS SECTION 3 s _ ng 1-I W MIN_ INTERIOR EXTERIOR 3 MUKILUNIAL LKU,)3 stLllUN 3 Shown w/1Xsub-buck INTERIOR INTERIOR 4; i illl o, Oz xz ee Z A c m GpS0 W j c 4mdEL a40c z CW3. p D J!L Q Cr Ztoq a5m cc U 4 QCON o U O N 1/4 M1N. o a a EMS PP.) ZZ s 4 i e oxrs: 02116 12 EXTERIOR EXTERIOR I M SW; N.TS. 27 C owy, BY: JK e Cox. er: LFS 3 2 HORIZONTAL CROSS SECTION M v KG NO.: ° k,j j Ouls+vmg shown -svngnE FL— 15273.27 also approved SHEET 3 or 7 EXTERIOR INTERIOR kl) VERTICAL CROSS SECTION Outswing shown - WwMng also approved EXTERIOR INTERIOR VERTICAL CROSS SEC71ON EXTERIOR INTERIOR ri`VERTICAL CROSS SECTION I{ Shown wI I X S b-bk EXTERIOR INTERIOR r4—'VERTICAL CROSS SECTION k,q inswing configuration A7 z Z C6 Z 0 OD E 0 CDd d 4.6cz c TE: 02176112 xU: a N.T.S. 1G. BY: JK K, BY: LFS AWM NO, i F-L— 1 5213,27 a CET _L OF 7 z U TYP. HEAD TYP. HEAD & ttl* ttt o » m z MASONRY & JAMBS MASONRY JAMBS r. N c v a Z o z Od, OPENING OPENING o o o o a maa; i O m c ooz o c r,; u a c: xOE. i. cv Z FRAME 9 z02 O Q 2p 2X BUCK n 10 o ao a to s wTPQ o 2X BUCKo o UU HINGE DETAIL a a mrD IF T j TYP. @ SILL I A< 00 N N ZO in BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB h o 0 CONCRETE ANCHOR NOTES: Masorvy 2X WCk Construction 1. Concrete anchor cusofthecomersmaybeoted to mekr aintainthm. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be 00AMed to D maintain the min. m edge distancetoortarjoints, additional Concrete anchors 27 w may be reqused to ensure the "MAX. ON CENTER" dimension ore not exceeded. M Q 3, COnCYete anCtiCN table: O v MIN, MIN, CLEARANCE MtN. CLEARANCE T t O c;;; i TYP. HEAD & l 111 o N •; MASONRY JAMBS 10 v z o i o OPENING a a maa`m C e O GYX 1 w HINGE DETAtt nz o` O v FRAME mo I Uo xu av zTAa cr o z i 28G am4 aZ O 4 O ¢p I X BUCK o a TYP. @ SILL 27 Lil LATCH b DEADSOLT DETAIL n N z I.Qj W v) j HINGE JAMB FRAME ANCHORING STRIKE JAM$ CONCRETE ANCttOR Notfs: Mosonry l X buck consituction t. Concrete anchor bCabi of the carvers may be adtusted to —toO the mfi. 3 edge dstmce to nM?rw)obltS, z i. Concrete oneha IoCofioM rested oS'MAX. ON CENTEJr m *,' be ac s'ec'+ fo n e ma»tain the n . toedgedsnce to morta Joints, oddtcrW concrete orchm w may be requked to emiae the 7.1AX. ON CENTER" danerssfon me not exceeded. N Q F a concrete cwhbr table: o a ANCHOR ANCHOR..MIN. MJN. CLEARANCE MtN, CLEARANCE m n O Z Z U 02116172 i scut N.T.S. o tnrc. BY: JK v' crnc. eY: LFS 3 uo' a f L-1527 3.27WOODSCREWWALLATIONNOTES; t. Maintain rrankmu Wedge dstonce, 7` end dstonce,A I•o.c. spoc*V ofa swxr 6 7 wood screws to prevent the sptifRng of wood, TYPE HFAD&."f Jamb O 33) ADMTAKI —#4WNG THRESHOLD ZO 4.W ---------- cli O I 2.44- a HEAD 4 SIDE 21 PolyPoly ffl- j—bZ ,j 4W 37 z 0 to o 00 11) Z x 0Z 1-0 6 c w00. 5 m psi BILL OF MATERIALS ITEM DESCRIP770N MATERIAL A I X BUCK SG >= 0.55 WOOD 8 2)( BUCK SG >= 0,55 WOOD C 1/4- MAX. SHIM SPACE D 1/4"X 2 3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 114 X 2-3/4"PFH ITW CONCRETE SCREW STEEL G 13/16"X 3-1/4"PFH FTW CONCRETE SCREW STEEL H 1/4"x 3-1/4 PfH ITW CONCRETE SCREW STEEL 1 114" X 2-1 /,C'PFH ITW CONCRETE SCREW STEEL J C'X 3-3/4'PFH ITW CONCRETE SCREW STEEL CL 00DI0. hi- 2 so aU L 10 X 2- 1 /T PFH WOOD SCREW (1, 15' MIN. EMBEDMENT) STEEL M 9 X 2-1/4"PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAMo 9 4"X 4" BUTT HINGE STEEL 10 9 X I" PFH WOOD SCREW STEEL 11 9 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES (780) STEEL 20 FINGER JOINTED PINE FRAME HEAD & HINGE JAMBS, WOOD 21 POLYFIBER JAMB COMP / VINYL m Loz0 Z3 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD GLAZING SPACER ALUM, 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 222 SKIN MIN. 0.086- THICK) FIBERGLASS 42 TOP RAIL CELLULAR PVC Z LATCH & HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC W POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON Oft 021IL12 49 GLAZING COMPOUND SILICONE SCALE N,T.S, V G, sy: JK 9 Cw W LFS i DRNO, F'L- 75213.27 sim of 7 38 Florida Building Code Online Page I of 5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval4OrUSER; Public User aRMgn jig> Application Detail 0F". = FL # FL5302-R8 M 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 Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Robert Richardson r-obert.richardson@entremaLic.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr,com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Thomas L, Shelmerdine PE-0048579 01/01/2025 Steven M. Urich, PE I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 514DAK0 ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Sections from the Code nt gfdWg _ ln— nAgorg9A5.pOf YAM 2002 2005 http: Hwww. floridabuilding.orglprlpr_app_dtl.aspx'?param=wGEVXQwtDqunL7seVZMFI,... 3/8/2018 Florida Building Code Online Page 2 of 5 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, Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL51Q2 RA_QQ_FffC_O_th_Edn ffrr_maQfU0_-_R 7_p f Method I Option D 09/26/ 2017 09/26/ 2017 09/30/ 2017 Summary of Products FL # Model, Number or Name Description 5302A Amarr Stratford 1000, 2000 Dwg. IRC-6016-140-24, 10'Thru 16'wide M600); Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 ( M650) Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure. + 29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions EU Of Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 StratfordM600); Heritage (M950); Oak Summit ( M650) Dwg. IRC- 6016-145-24, 10'Thru 16'wide. Limits of Use Installation Instructions Approved for use in HVHZ: No AT Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. f1U_W__R5__A_E_ Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. I5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. I OakSummit (M650) I I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. + 18.2/-20.6 Other: Design pressure + 18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions Dryw -IQ L.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wide I OakSummit (M650) I Limits of Use Approved for use in HVHZ,. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions A29- _g_ ZAQ_ L gL awin FpfVerifiedBy: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9'wide. I OakSummit (M650) I Limits of Use Installation Instructions Approved for use in HVHZ: No 7- f http://www. floridabuilding.org/pr/pr__app—dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 3/8/2018 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports EL53_Q2 RIB F__LRQ&QQq-j1_Q R ort -19 F p f Created by Independent Third Party: Yes 5302.6 Stratford (M600); Heritage (M950); Dwg, IRC-6009-100-11, Thru 9'wide. I Oak Summit (M650) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other. Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); OakSumOakSummit (M650) Dwg. IRC-6009-120-15,Thru 9wide. Limits of Use Installation Instructions Approved for use In HVHZ: No EL5142 R_Q F f Approved for use outside HVHZ,, Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other. Design Pressure +22.8/-26.9, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302.8 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-130-15, Thru 9'wide. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 1 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No EL5lQ2—RB—UJ,R_C&QQ9:14 -:15_prdwin 7,- L.pofg Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door, 5302.10 I Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Qzj rw n 7 -f Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure* +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42,1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9'wide. O akSummit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F. Approved for use outside HVHZ- Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. 2 IRL-9_15_Ro FjpAf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 3/8/2018 Florida Building Code Online Page 4 of 5 5302.12 Stratford (M600); Heritage (M950); Oak Summit (M65Q) Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17,2, Not for use in HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Dwg. IRC-6016-100-15, 10'Thru 16'wide. Installation Instructions 1§ 0-1 7- Q :_PrAWjft" Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10'Thru 16'wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ-. No EL5392 R$JJJR_Q&Qj§-D _OwIM 7,7A9 pdfQ.:15j? _fj_ Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. ELaQ2_R _dff Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10'Thru 16'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No ELM- IQ F Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21,8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. EL Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.15 Stratford Stratford (M600); Heritage (M950); TOa k Summit (M650) Dwg. IRC-6016-130-15, 10'Thru 16'wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. E0,3_QZ3B_AEJR_C_0_1k- -=Ort_7__1_Q_F_L.Pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10'Thru 16'wide, Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ., Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. MMEW The State of Florida is an WEED employer. 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(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hgM. Product Approval Accepts. M1 W179 WX FF M http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 3/8/2018 RCy Tp MR E 3' 20fA STRUT ATTACHED V/ 14GA. D4RAWC BRACKET ATTACHED V/(3) (r 1/4' . 3/4' HEX HEAD CENTER HINGE ATI 1/4' . 3/4' HEX WAD , N ,y,« ,,... SCREWS AT EACH ENO STILE V/ (4) 1/4' . 3/ SCREWS PER BRACKET HEX HEAD SCREWS 3- ZWA STRUTS ATTACHED V/ (2) 1/4' . 3/4' HEX HEAD SCREVS AT iSTaBLE ROLLED CARRIER • CENTER STILE - 1GED W/ (2) 1/4' . I/2• BEET } NOT PER BRACKET TYPICAL TOP FIXTURES SEE PA¢ f1DSE( SEE (TARE Z) ON PAGE 3 FOR STRUT AND IECI MENDED SECTION DONFIGURATU N TABLE 4 STILE F INSIDE ELEVATION 3' STRUT MTS ATTACKHEDD 3/4' 3/4'4' HEX HEAD SCREWS 14 W SURASAFE ve HINGE ATTACHED V/ (2) 1/4• 3/4' HEX HEAD SCREVS T10NAL , LAYOUT TYPICAL DURASAFE CENTER HINGE M,ts. 1 I 13 GA MM COMMERCIAL TOP FIXTURE ATTACHED W/(3) 1/4' z 3/4' HEY. LEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' . I/2' BOLT AND NUTS 1 STILE STIFFENERS TTOP) LOCATED IN HD4G£ HOLE(S) ON TOP SECTION ONLY HOLES FOR STRUT G ATTACW"T STRUT HOT SHOWN END NTN THROUGH FOR CLARITY) 14 GA F O E O DT p STR20SIRI &A, UTS C Z PER SE . li B 3' 2OCA STRUTS ATTACHED 1 2) 1/4' X 3/4' A = HEHEX HEAD SCREWS AT EACH CENTER STILE E TYPICAL STILE STIFFENER TABLE I> ON PAGE 3 M.T.S. FOR STRUT SPACMO BOTTOM BRACKET VENTS PROVIDE JO At, ti BRACKET ATTACHED 162 sg Ks FOR EFTIO4AL 14 GA T7001HICK34' . 3/4' AIR F OF iAQBSTRIICTEDAIRFLOWEApf. 3' 20GA. STRUT W/C3) 1/4' X 3/4' HEX HEAD SCREWS HEX iEN) SCREWS ATTACHED 2) 114• . 3/4' PER CARRIER STRUT J/ A ' STEMRAL£R HEXCREWS SO BALL STEEL WITH TYPICAL h_TDURASAEE EHD.. HSNg } ATTACHED V/ 2) 1/4X 3/4' CONT. STEfl RETV MEX HEADSCREWSATEND AND CENTERS W/ CONT. 8TM SEAL STILES SECTION A - A (SIDE 1 EW1 r TD BALL S EEL w s 5' STEM ROLLER TYPICAL BOTTOM.__. BRACKE7f 1 MOOR OF WAGE MAX wpM YO' see NwTE 3 B' DA, . 1-5/B' ATTACHED 10 JAMB CONT. VERTICAL 41" 2X6 3 3/4' Mk JAMB BRACKET STP OR SPF S7DEROOI N.. 2 OR BETTER) 20 GA CENTER STILE 2D GA. GALLV.. END ALE1) 7/ 16• DIA. BOLT RETAINER 2' GALV. STEEL TRACK PER ROLLER TRACK TMO(MESS .051' 5/e' TRACK BOLT AND MIT RIVETS TRACK MOUNTING DETAIL MJ.S TWO <2) ROWS OF VENTS EQUALS 15 K AT THIS LOCATION 20 SSJAMB W7(3)) MeWA . I-51 WA.. T-$/s' LT ATTACHED TO JAMB JAMB BRACKET ATTACHED W/ 11) 1/s'-ZD TRACK SPLICE BOLT & MUT CA (2) R1V£ TS L_SCE fOR ( JAMB BR) ON A MG TRACK CONRGURA710N FOR 6'5' UP TO 14' TALL DOORS 4f SPECi1C4R(AM AND N0 THE METHOD OF TESTING WAS IN SUBSTANTIAL 1, AL MI LOAD MOO RE DOOR u TRANRERNfD TO THE "VD MAOL CONFORMANCE WT'H THE PROCEDURE DESCRIBED IN ASTM DE HWNROMTA1 w0 OR HTHE aug * NO row— D' IK 0. AND PRESSURES SHOWN ON T}i£ ALCU 108. TRNr VERN. MR BOPS. ems NNAXA4V GEsm LOADS a: 2 , AN ft5 DRAYNNGSNH£R£ CALCULATEDUSINGASC£ 7-14 N9TM THE DRAWINGS WERE USING tASFOLLO'MNG PARAMETERS 5 FEET OF DOOR WIDTH IN THE END a DOfAS Ah6 wL aARE wu DE DCRPaA MAruAnHAaD AM) P6TAtiBD wTH STANDARDSAB *3"T fPSM BT DA411. ZONE, ROOF AT ANY SLOPE): 4 S ss m-L RB 2s RA NNRN (.or) Rauh PoRMFD Lw NT MID SP££D MPH T94 376 T67 16O 153 a sLPN RT4Hc s1R1xnANN4 unNEM/s sNNaL x DESPRD EXPOSURE LEVEL 8 C C D DI Na'DKA,ARImMED P *MDLOADS1 a- A o" N's LoA1NNNcs. MEAN ROOF HEIGHT 30' 15. 1 25' 1 15' 1 25' A ADDFD 1L.Y9ANT AID 9Ad18 t%AS ' OIJtS Ri B NRL412D 1DTE d 09NTQ/ffi DU a A r'Gt PP e MAX SIZE `iia •a '%) l)'Ao */ 9' 14' , R ry ... / e U E E e ESg4D+iLOADStg 35.6 42,1 PSF PSF z a l , 41 L4J c,.2 TEST LOADS s // $' t 53.4 PSF I s -63 q' 4AJ+ i4} iiiii N'7 RAAs &ss 145 fwRRIA( E (HURT WSMSTDM-SALEM, ML. PJ105 MODEL #600 STRATFORD w/ DuraSafe MODEL #W HERITAGE w/ DwaSafe Short. Long, Flush & Oak Summit Panel's 2E DRABI BT DU DAB 05/29/03 DRMID VAW 3. AEOSD BY A\ N DATf I5m)t3 IRC- -150- j SIM 1 OF 3 GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN HIND -BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DeoraFfome WNDOW FRAME OPTIONAL DeCTo INSERTSPATHUYPROTECTION WITH UV PROTECTION N. 3/32' THICK SS$ GLASS Ite) R X s/f RAM +F,N SCAERS AT EA4e SMART PAxfL rnro'/ DAM•': MOLDED INSIDE FRAME SECTION 8-8 2 '3 •3 ; r •3 R j I SHORT PANEL GLAZING FASTENER DETAIL LONG PAWL GLAZING FASTENER DETAIL NTS, ...._ .... NOS. ..... 1 H e 3. DO" STRUT LOCATED AT TI£ TAP j/ y,F i( j AND D V/ 1 GLAZED SECTIONTTKi£D V/t2> 1/4' x 3/4' HEXCTI DEAD SCREWS AT END A" CENTER STILES OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT H 8 a 3' 2D STRUT LOCATED AT THE TTS' AND D W/ !F OLAZED 'HEXSECTIONATTACHEDATiANX3/4' HST HEADS:REVS A7 END AND CENTER STILES OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT WOOD JAMB ATTACHMENT TO STRUCTURE tJl..6 YFRTiCa, yu1H ATTASIMENT TO VQDD FRAME SIMTURE 5/16' x 3' LAG SCREWS STARTING 6' FROM ENDS T 24' O.C. (1 1/2' EMBEDMENT) T P HILTI KWIK BLL7 3/B' % 4' STARTING 6' FRDN ENDS THEN 24' C.C. 12 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/9' % 2-3/4' STARTING 6' FROM ENDS THEN 24' OZ (1 1/4' EMBEDMENT) ITW/RAMSE•T REDHEAD (TRU-BOLT) 3/18STARTING 6' X4' STARTI6' FROM ENDS THEN 24' DE. (2 1/2' EMBEDMENT) SIMPSON 1/ 4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 16' O.C. (1 1/2' EMBEDMENT) HILTI 1/ 4' X 2-3/4' KVIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' OEMB EDMENT)" 11 1/4' EEDMENT) HILTI SLEEVE ANCHIER 3/8' X 2-3/4' STARTING 6' FRtii ENDS TrEN 24' O.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND HATS CAN BE COLRiTERSLW TO PROVIDE A FLUSH MOUNTING SURFACE. REPARATION OF WOOD JAMBS BY OTHERS 0 EIDD CONCRETE HOLLOW III.GROUTED %LE z STRUCTURE ISTRUCTURE k, ISTRUCTURE STRiSTURE 1/2' MIN 2-3/4' MIN 1-I/2' MIIM 4' 2X6 JAMB TYP. 3' MIN AVAILABLE TRACK CONFIGURATIONS NY& I MAX SIZE 9' x 14' t35.6 PSF 42.1 PSF c o i1 gs sr LOADS ST. TE q y 53.4 PSF63.2 PSF3J'.w F dS'Y gM FL 'i T;ee es2 aa41 _ A.Asf e4f 165 CAN] CIa9+ T iJIMSTDII-SItEM, KC. 27i&5 MODEL #850 OAK SUMMIT w/DuraSafe MODEL #800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's S3 MIN OT All DEfi 05/n/B3 1 IR./1ND am Om BY uc I DATE Kp tD , PC-M-154- 902ff 3 I Florida Building Code Online Page I of 3 WE BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 8CIS Site Map Links Search c1 rProduct Approval USER: Public User LIJI"n > Pr gr Anohcatlon Search > Aoolicatiop.l > Application Detail Fl- # FL19715-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp, Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas, Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence ELkV-j5,_R4 Referenced Standard and Year (of Standard) Randaud YOU AAMA/WDMA/CSA 101/l.5.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtvA%2bxmzklh... 3/8/2018 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/29/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 19715.1 1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19Z15 R4 11 SWD002 SS 2017-lZjd. ff Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product EL12715 R4 AE PER5376 SS 2017:12:15j& Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 197153 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ. Yes EWZj5_R4,jU_5WQQj_Q35 - , f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E, 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See Installations Instructions and Product Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELj2jL5_ 41 WQM_55 _ZQ1Z-j2:j . df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product F 1 71 R P 4 2017 Aa.pdf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. Contact M:: 1 The State of Florida is an AA/EEO employer. EdyAQLStatQMVj:: Agf :: 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(1), 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. It 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 hgM. Product Approval Accepts: Im W] 0 EE M http://www.floridabuilding.org/pr/pr—appjtl.aspx?param=wGEVXQwtDqtvA%2bxmzklh... 3/8/2018 SILVER LINE BUDDING PRODUCTS V1 SERIES170 SERIES SINGLE -HUNG WINDOW 290014900) (NON -IMPACT) GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 67H EDITION 12017) FLORIDA BUILDING CODE (PBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAIWDMA/CSA 301/IS.2/A440.OB/i1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ, S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23, 8. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. MAX OVERALL WIDTH HEIGHT CONFIG. DESIGN PRESSURE MISSLE RATING PSF) 36" 84" O/X 35J-35 NON -IMPACT 38" 66" O/X 50/-50 NON -IMPACT 38" 77" O/X 35/-3S NON -IMPACT 38" 74" O/X 50/-50 NON -IMPACT 44" j 48" 62" 84" _ OJX O/X 50/-50 20/-20 NON -IMPACT NON -IMPACT 48" 72" O/X 35/-35 NON -IMPACT j 52" 36"' 48" 72" 84" 96" O/X i+25J-25 O/X (ORIEL) O/X (ORIEL) 35/-35 20J-20 NON -IMPACT NON -IMPACT NON -IMPACT 72" 62" OX-OX 35/-35 NON -IMPACT 72" 1 72" 84" 84" OX-OX - OX-OX 25/-25 35/-35 NON -IMPACT NON -IMPACT 76" 62" OX-OX SO/ -SO NON -IMPACT 76" 77" OX-OX 25/-25 NON -IMPACT 76" 72" OX-OX 50/-50 NON -IMPACT 79" 60" OX-OX 50/-50 NON -IMPACT 80" 74" OX-OX 25J-25 NON -IMPACT 80" 74" OX-OX 35/-35 NON -IMPACT 96" 74" OX-OX 30/-30 NON -IMPACT 108" 84" O/X-O/X-0/X 20/-20 NON -IMPACT 108•' 108" 62" 84" O/X-O/X-O/X O/X-O/X-O/X 1 30/-30 25/-25 NON -IMPACT NON -IMPACT 108" 74" O/X-O/X-O/X 35/-35 NON -IMPACT i0$" 72" O/X-O/X-O/X 50/-50 NOWIM PACT 108" 1 62" j O/X-O/X-O/X 50/-50 NON -IMPACT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION & GENERAL NOTES 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - ELEVATIONS & ANCHOR LAYOUTS 4 - VERTICAL SECTION 5 - HORIZONTAL SECTION 6 INSTALLATION NOTES, REINFORCEMENT AND ANCHOR DETAILS & ANCHOR SCHEDULE Silver Line byAndOW M' ONE 3ttVEku#f 4ftIE 70R Bfi1NS.+CK, N1 OM2 P. W 7N-422B 4 v : z Zm $ zzz w8 zsmG s3 o z a \J I 6TH FBC EDITION I -IW14/171 5/8" O.A. I.G. GLASS f 7 /% v EXTERIOR i INTERIOR f :. T T A J 1 4l' fj ANAL % Q MIN. GLASS >'}i biltdebat' SITE 1/2" S! ° B•LW Ewa1Altln yaoE 1/8" SETTING BLOCK / start CIAT of AIJIM a ATI' N 29M FL #: (] FL19715 f-, I A71N1f r)FTAII 1 DATE: 12,04.17 NOTE: SCALE „ y CIj ALL GLAZINGCONFIGURATIONSSHALLCOMPLYWITHSAFETYGLAZING REQUIREMENTS OUTLINED IN DWG. #: SW D CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. SHEET. MAX, FRAME WIDTH 48" MAX. FRAN HEIGHT 96 ELEVATION SINGLE HUNG WINDOW 2" MAX. 11" MAX* FROM D.C. CORNERS 11" MAX. D.C. 2" MAX. FROM CORNERS L MOTE Q'..M AT t WGSf AT KAD, 6, ^D ANCHOR LAYOUT AIL FIN - SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29014901 RATINGS, SINGLE UNIT CONFIGURATIONS MAX, IRANI WIDTH 48" MAX. FRAM HEIGHT 96' ELEVATION SINGLE HUNG ORIEL WINDOW 6" MAX. FROM 20" MAX. CORNERS I D.C. QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX. O.C. L 6" MAX, FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW Silver Line byArkMiCn vn: 8W zs 228 z < z 'o 0 o z o c o C) 0 S F. 0 7 Qj N M= SLW f, # 3M , RK CEK M AMUAl — M" Ft #: FL19715 DATE: 12.04.17 DWG. BY: HHK BY: Lms FN SCALE: NTS G.#: SW0002 SHEET: OF 7 MAX. FRJ HEIGHT I- 6" MAX 12 3/4- MAX* FROM O.C. CORNERS 16 1/2- MAX. O'C' I - 6"MAX. FROM CORNERS P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW 2" MAX FROM 11' MAX, CORNERS O.C. 11" MAX. O'C. z MAA' FROM -J CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW Silver Line z MAA' FROM -J CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW Silver Line El' ONE 9LVERI.E mllE NC— .1 M902 VHSIswwo)) u228 z 4 0 og 5 co 0 G < REMARKS BY 7DATE 9L " w3m fWE M" a AUDCOVAIM w M" FL #: L F19715DATE: 12.04.17 DWG. BY I CHK. BY: LMS HFN SCALE: NTS I DWG, #: SWD002 I VA, MAX. FR, HEIGHT I- 6" MAX. 12" MAX. FROM O.C. CORNERS 1 6" MAX' jFROM CORNERS P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW MAX. FRAME WIDTH 108" ELEVATION TRIPLE SINGLE HUNG WINDOW 2" MAX. FROM 11" MAX, CORNERS O.C. 11" MAX. O.C. 2" MAX. FROM -J CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Silver Line ONE sltYf.-E ORM P.: aw 23-228 oz T no 004 o X Z9 I co o 0 REMARKS BY DATE 6T GK Ml. I- IWIVI MEW 338ft83L iErE CERT W AUrADMAIM N 2WII FL #- FL19715 DATE: 12.04.17 DWG. BY: CHK, BY LMS HFN SCALE: NTS DWG. #: C.Wr) I SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 1 HORIZONTAL SECTION FIXED JAMB SMALL' FRAME REINFORCING SEE SHEET 6 FOR REINF. REQUIREMENTS INTERIOR SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET i LARGE' FRAME EXTERIOR EXTERIOR REINFORCING SEE SHEET 6 FOR REINF. REQUIREMENTS. D.L.O. MAX. FRAME WIDTH JC-HORIZONTAL SECTION IV MULLION HORIZONTAL SECTION FIXEDJAMB Silver Line byAndOWn ffl- ON S"ERLINEDRVE NORTH BRUNSWICK, M 08902 RH:JEW) 344228 z o oz cg: 2 tz, z'. a ID 0.6 oo 1 0 z I 6TH FK EDITION I i. I06/14/i71 IF 0 0 A MORiEIA P4 - "M 3N L OVIM, KMH 8LW 0 338 M9E,wi 1] FVE CERT. OF AVII4011CLAWN Na MM FL #: FL19715 DATE: 12.04.17 DWG. BY: CHK BY: Lms I HFN SCALE: NTS DWG. #: qkA/r)nn) a 7 5) #14 PANCAKE HEAD 114- MAX. — I — 1CR1W11ROM TRAP TO MIN. SUBSTRATE SHIM SPACE SUBSTRATE4,0000— —4.0000— EDGE DISTANCE BY OTHERS INTERIORP QFRAME, H( BY OTHERS U INTERIOR By TO ACCOMODATE #14 DIAt, 2.0000- -2.0000] 0.500 MIN.EDGE MIN. I DISNTANCE 0.0620-- EMBEDMENT 4,0020 0.5000 114- MAXi PERIMETER SEALANT PERIMETER EXTERIOR 2.3750 PMTR SEALANT BY SHIM SPACE BY OTHERS mi B TH 'T OTHERS I I I EXTERIOR INTERIOR EMBEDMENT 0. 7500(2)-_3.0000(2) 6.0000 INSTALLATION ANCHORS VERTICAL SECTION R HORIZONTAL SECTION FROM ANCHOR STRAP TO A LL OPENING. SEE ANCHOR THROUGH FRAME (HEAD) THROUGH FRAME (JAMS) PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) REQUIREMENTS BELOW. MIN, ANCHOR STRAP ANCHORING REQUIREMENTS: EDGE DISTANCE A. FOR INSTALLATION TO CONCRETE MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. MIN, SUBSTRATE 8. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR, 5, PER EMBEDMENT BY OTHERS STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4- EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1-1/2- MIN, EMBEDMENT, MIN. 1- EDGE DISTANCE. EMBEDMENT rFa I' INSTALLATION NOTES: 1, ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER Of INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 8, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. MIN. SUBSTRATE EDGE DISTANCE 114" MAX, BY OTHERS SHIM SPACE _v HORIZONTAL SECTION p VERTICAL SECTION NAIL FIN (JAMS) V NAIL FIN (HEAD) I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE 35 PSF 36 X 84, (O(X), DESIGN PRESSURE 35 PSF 38 X 74, (O/X), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), DESIGN PRESSURE 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE /- 35 PSF ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG = 0.55 10 WOOD SCREW 0.75' FLAT HEAD METAL: 18 GAUGE 10 TEK SCREW 3 THREADS MIN THROUGH FRAME Stead, Wk Fy - 33KSI FLAT HEAD PENETRATION BEYOND 0,75' ABOVE MEDIAN METAL FAIL CONCR Eff 3116- ITW TAPCON 1. 26" fc, 300" FLATHEAD MASONRY: CMUPW 3116* ITW TAPCON ASTM C90 MIN. 2000 FLATHEAD 1, 25' 1,75" PSI WOOD: MIN. SG - 0.55 10 WOOD SCREW PAN HEAD 1. 6* 035* METAL: 18 GAUGE 10 TEK SCREW 3 THREADS MIN THROUGH FRAME Steel, MIN. Fy = 33KSI PAN HEAD PENETRATION BEYOND 0.75' BELOW MEDIAN METAL RAIL AND HEAD CONCRETE: 37 FITWTAPCON 1. 25* 1.75* f 300OPS] PAN HEAD MASONRY: CMU W AS7M C90 MIN. 2000 3/16,ITWTAPCON 125* 1,75" PSI PAN THEAD WOOD, MIN. SG - 0.55 8 WOOD SCREW 1.51 0.375* NAIL FIN I METAL 8 GAUGE y = 33KS Steel, MIN, F 8 TEK SCREW 3 THREADS MIN PENETRATION BEYOND 0,375 I METAL Sityer Line tyAnda& m, ONE 91WIIII. mwe NO— OftVSWCK, M OM2 z < z - 0 1; 0 z sz< 0 LD t o 2 'z = zgia Zi; co 3 zI 6.ftxfw,O. I LIV 1/14/171 I I 01 KAC" ILAI 1 3A DI+6A KAcK R }30ed nm can cr ft 2"'m FL #: FL19715 DATE: 12. 04.17 LMS I HFN SCALE: NT$ DWG_#: SWD002 SHEET: 7 OF 7 Florida Building Code Online Page I of 3 Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Hermes F. Norero, P,E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL1459ABLULCD —1-QQL5i I v ip Aj1 - 4.jpdffgd,-L- StAndoLd AAMA/WDMA/CSAI01/I.S.2/A440 ASTM E1886 ASTM E1996 year 2011 2005 2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZ 59%2 rx2... 3 1 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 12/1812017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Date Revised 02/14/2018 Products FL # Model, Number or Name 14918.1 V1 Series/50 Series (2050) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure; N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. 14918.2 1 VI Series/50 Series (2130) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other. See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Description Picture & Fixed Specialty Window Installation Instructions EL!491$_RU-5W P-Q24-$S ZQI7-1 2 -1%.9kf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports ELI49_i1..85-AF-PfKU94 55-M-77AZIM— f Created by Independent Third Party: Yes Picture & Fixed Specialty Window Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14918.3 1 VI Series/50 Series (2250/2350) 1 Picture & Fixed Specialty Window Limits of Use Approved for use In HVHZ, No Approved for use outside HVHZ* Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions 7 Verified By: Hermes F, Norero, P.E. Florida P,E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14918.4 1 VI Series/70 Series (2940/2950) 1 Picture & Fixed Specialty Window Limits of Use Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Z:JB.p ff Created by Independent Third Party: Yes 14918.5 1 V1 Series/70 Series (2950/4950) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions Verified By: Hermes F, Norero, P.E. Florida P,E. 73778 Created by Independent Third Party: Yes Evaluation Reports ELL4910-U—AF PER 2 -j2-jj_p df Created by Independent Third Party: Yes 14918,6 1 V3 Series/70 Series (3000/3900) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14918 R5 11 SWD045 SS 2017-12-18.odf Verified By: Hermes F, Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FU4M,_R!_AE__MR4W_$5,2,QLZ12 ja. z- _ - p d! Created by Independent Third Party: Yes 14918. 7 1 V3 Series/70 Series (5810/5840) 1 Picture & Fixed Specialty Window http:// www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDquZRj'59°/2fDrx2... 3/8/2018 SILVER LINE WINDOWS AND DOORS V1 SERIES/ 50 SERIES PICTURE & FIXED SPECIALTY WINDOWS (2130) GENERAL NOTES 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 1O1/I.S.2/A440-11 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. if SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES & GLAZING DETAILS 2 ELEVATIONS & ANCHOR LAYOUTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULf DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 60.0" X 73.0" 0 50/-50 PSF NON -IMPACT 96.0" X 54.0" 0 35/-35 PSF NON -IMPACT 63.0" X 53.0" 0 60/-60 PSF NOWIMPACT 38.0" X 53.0" 0 60/-60 PSF NON -IMPACT 7 43/64- O.A. INSULATED GLASS EXTERIOR INTERIOR t1 112" MIN. GLASS SITE M A71NG nFTAll GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT Silver Line by M' OME SaMUW OWE x?RiH BRUNSWICR, W CM ac z m Eifl L7 q z q mnJr, Z=- n> oD OA O 3 h H U F z cm cow w CLo REMARKS BY DATE 6TH FBC EDITION i FM 10/17 g, 10Y signed'¢/jqrT+ Naero, P.£ aason. i;iTA4QprovJ g Ih {ftgcymant 7r' p9t' W - T T 44u1 xe E. ow• >£Ba+ as f S)e OArAA BEACH, R J3wa IEEE anT. BE AUMaaAtron Ra a8'/8 FL #: FL14918 DATE: 09.29.17 DWG. BY: i CHK. BY: SCALE: HITS DWG. #: SW D025 I UNIT MAX. WIDTH 60.0" D.L.0 MAX. WIDTH 55.69" A 3 UNIT MAX. HEIGHT 73.0" UNIT MAX. HEIGHT 54.0" ELEVATION UNIT MAX. WIDTH 96.0" D.L,O MAX. WIDTH 91.69" 6" FROM 14" MAX. }_... CORNER(TYP.) { O.C. i D.L.O. MAX. 15.251 HEIGHT (TYI 69.69" 1I 6.0" FROM CORNER{TYP.) Silver Line T- T T 7 H) (H) (H) (H) SME SitVEfltiNE DRY£ ISM ZU4221IL\— /6 1 7LO—i W) - Z Wr La loa_ H) {H) Ij) w 3 z 25 A i--i4V)--- m o W)( A71 ( ' 1 F E '; ti L REMARKS BY DATE 6TH FBC EDITION I FM 10/17 ANCHOR LAYOUT THROUGH FRAME UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, & ANCHORAGE ARE PER DETAILS SHOWN HEREIN. ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR AREAS AS SHOWN. MAXIMUM W = 53" MAX IMUM H=73" MAXIMUM DP = +/- SS PSF mw;rr wm,7c»:c.:ss, m arc oao.s,:"c rofls..u.ron,.w.axcx*ws, m.:Ewroncs,o."A oocmue"+u »m xwnssv+. 6" FROM CORNER (TYP.) i 15.251 D.L.O. MAX. ( TYI HEIGHT 50.69" 6.0" FROM CORNER (TYP.) 14" MAX- O.C. ELEVATION ANCHOR LAYOUT THROUGH FRAME 111111i71 /77j,' H) P,:, btu, 0,••, I fWALO FC ]J]D aBEBLIMOROPS. NC/ A ],]OP1 338 fSK CVtT. OF AVIWOUA> w MnNOTE: WINDOW WIDTH (W) AND HEIGHT FL #: H) ARE INTERCHANGEABLE FOR ALL F L 14918SIZESSHOWNHEREINNOTTOEXCEED MAXIMUM TESTED SQUARE FOOT AREA. ANCHOR SPACING SHALL NOT EXCEED DATE: 09.29.17 THOSE SHOWN FOR LONG OR SHORT LEG DWG. BY: 77CHK. BY: OF UNIT. CL IHFN SCALE: NTS DWG. N: SWD025 SHEET: 2 SUBSTRATE BY MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE EXTERIOR fr—' INTERIOR p ANCHOR DETAIL THROUGH FRAME (HEAD) NOTE: SILL AND JAMB HAVE SIMILAR DETAILS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS). MAXIMUM ALLOWABLE SHIM STACK TO 0£ 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR )DINT INTO FACE SHELL OF BLOCK. 8, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR MIN EMBEDMENT MIN. EDGE SCHEDULE DISTANCE WOOD: MIN. 10 WOOD SCREW 1.5' 0.75' SG--0.55 METAL: 18 GAUGE 3 THREADS MIN Steel, MIN. 12 TEK SCREW PENETRATION 0.75' THROUGH FRAME FY=33KS1 BEYOND METAL CONCRETE: 3/16' ELCO 1 75' 2.5' f 3000PSi TAPCON pet ASTM C90 3 1' 2.5' TAON TAPCON Silver Line by 1B' ONE sI'M'W mm NORTH9 15.I K,WO 2 0 w L) Zm 3v p O m ; Z J AD ® vqs n C3tny 0 N 3 H U Z 01 w m h Ow r i 0xza w REMARKS BY I DATE 6TH FBC EDITION I FM 110117 j1111111i11" S F. O 2j ii 7 TT tY I-,,.'S/ONAL Ji0 E ANU 8Gi0 BLW. / 3H pna. eerw, tt —' * seRc aAT. Ls ..u*++aa,++ «d 1ssn FL #: FL14918 DATE: 09, 29. 7 DWG. BY: I CHK. BY: SCALE: NTS DWG.#: SWDOZ SHEET: Florida Building Code Online Page I of 3 AMINIMINNERINIM91 11W 1=11 F9 M. ZVA1Z2XMM71AZ==2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCJS Site Map Links Search Product Approval USER: Public UserdbDr 0 > Agg4oL -JU9 > Application Detail FL # FL14918-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas,Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Craig Calderone Address/Phone/Email I Silverline Drive North Brunswick, NJ 08902 732) 435-1000 Cra!gCaiderone@silverlinewindow,com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F11491,Q _R",QL$ilvgrliftg_55 ZQ_ - 4 _L a_pd,f atandAtift AAMA/WDMA/CSA101/I.S.2/A440 ASTM E1886 ASTM E1996 Yam 2011 200S 2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquzRj*59%2fDrx2... 3/8/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Date Revised 02/14/2018 of FL # Model, Number or Name 14918.1 V--1 Series/50 Series (20 50) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other. See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. 14918.2 1 VI Series/50 Series (2130) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Description Picture & Fixed Specialty Window Installation Instructions Verified By: Hermes F, Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports EU4_9,t_ _PAE PER5194-K 517- 2- pclfZ- Created by Independent Third Party: Yes Picture & Fixed Specialty Window Installation Instructions Fj-j 4 Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports E"49 5 &E,yfR5A5-55 f _ZQ17:1 Created by Independent Third Party: Yes 14918.3 1 VI Series/50 Series (2250/2350) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports EU4 Created by Independent Third Party: Yes 14918.4 1 V1 Series/70 Series (2940/2950) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions ELAM, Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14918.5 1 V1 Series/70 Series (2950/4950) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ, Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions E -U490-&5-JL 5WPQ-2-2 -$ $-2Q!ZA2-A5.PT1f Verified By: Hermes F, Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports ELJ4%B_E5_AE_PER5j92_S!5 ZQjZ-tZ:j%pdf Created by Independent Third Party: Yes 14918.6 1 V3 Series/70 Series (3000/3900) 1 Picture & Fixed Specialty Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P,E. 73778 Created by Independent Third Party: Yes Evaluation Reports 40 Created by Independent Third Party: Yes 14918.7 1 V3 Series/70 Series (5810/5840) 1 Picture & Fixed Specialty Window http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZ 59%2fDrx2... 3/8/2018 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions W Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 49,1$ R5 AE PER 193Ss zo> 7 _$ qP Created by Independent Third Party: Yes Cgp{,gicjy,ls :: 2§01 -hair SIgin@ Road. Tallah425ee FL 32399 Qti 7-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 $Late of Florida :: Priyacy 5t4tgnient .: B;fuuld 5tata(pan 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(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: L .. , ......... Lv,;.;:a:F Credit Card safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj S9%2fDrx2... 3/8/2418 Vl SERIES 150 SERIES PICTURE & FIXED SPECIALTY WINDOW (225012350) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE {FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/3,S,2/A440-11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE R£R OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPA R SIS ANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I GENERAL NOTES & GLAZING DETAILS 2 ELEVATIONS & ANCHOR LAYOUTS 3 ELEVATIONS & ANCHOR LAYOUTS 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE MODEL SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 2251/ 2351 60.0" X 74.0" O 50/-50 PSF NON -IMPACT 2251/ 2351 96.0" X 54.0" 0 50/-50 PSF NON -IMPACT 2251/ 2351 63.0" X 53.0" 0 60/-60 PSF NON -IMPACT 2251/ 2351 38.0" X 53.0" 0 60/-60 PSF NON -IMPACT 2252/ 2352 95.5" X 74.0" 00 25/-25 PSF NON -IMPACT 2252/ 2352 72.0" X 60.0" 00 40/-40 PSF NON -IMPACT 2252/ 2352 85.5" X 84,0" 00 15/-15 PSF NON -IMPACT 2253/ 2353 1D8,0" X 48.0" 000 50/-50 PSF NON -IMPACT 2253/ 2353 108.0" X 84,0' 000 20/-20 PSF NON -IMPACT 43/64- O.A, INSULATED GLASS E)MR;CR INTERi6F GLAZING NOTE: 1 GLASS THICKNESS AND TYPE SHALL 1 COMPLY WITH ASTM E-130D GLASS CHARTS REQUIREMENT 1/2" MIN. GLASS SITE GLAZING DETAIL Sitver Line bYAncW&& M' 4NE SIlVEAUNE DF!<VE NOAN SRVN ."' re OM2 p3 UZ m tiq dc®m8 aQ z; v4'i qO ab G]o 9 u W N o OZ c Mm v' nIn m REMARKS BY DATE 6TH FBC EDITION I FM 10/17 Wit Vol 9[ PEvq<%+SED IX wwp':.E Pt Y HLOMisVI Of WUCrtW D.40YS 1N( wMtEN'gaiS, WDriaDnS sts•ra rrxs wcum& .,x<.msxs.rrox aaaaxxwrro>a. Digilatry signed bYN4EiIW5 f. Naetu, P v . TAT EY i `8'/0NAl- N hL>d tivi fLOFMA 4"'* oc i! E OAMA BEAM 0.tiQ / 3Y DNWF IIUPM R 1300+ R4mr. a wn+amz4tar+ «> 2M FL #: FL14918 DATE: 09.29,17 CL I HFN SCALE: NTT DWG. #: SW D026 SHEET: OF 6 rA UNIT MAX. HEIGHT 84,0" UNIT MAX. WIDTH 108.0" D.L.OMAX. WIDTH 31,69. A 4y D.L.O. MAX S HEIGHT 79.69" 4- MAX (TYP )I 3,0' FROM F CORNER( T ELEVATION T T- H)I (71(H) 17) (H) )0' (H) o— Lj; LD-iH) T- T- F H) W) W) H) UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, & ANCHORAGE ARE PER DETAILS SHOWN HEREIN. ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR AREAS AS SHOWN. MAX: MUMW=531, MAXIMUM H = 73 MAXIMUM DP= ./- 55 PSF FROM rCORNER ( TYP.) 4- MAX. fTYP,) O" Silver Line bw EB' Qf S'WRUNE MM NORTH " UNSWCK, N OM2 Silver Line bw EB' Qf S'WRUNE MM NORTH " UNSWCK, N OM2 6 5 1 3c Z REMARKS BY DATE 6TH FBC EDITION F 1,7 TANCHOR LAYOUT NAIL FIN fill, F. 0 W) 0 7, 4 t TH) fW) H) NAU NOTE: WINDOW WIDTH (W) AND HEIGHT H ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED Ft #: MAXIMUM TESTED SQUARE FOOT AREA. FL14918 ANCHOR SPACING SHALL NOT EXCEED DATE: 09,29.17 THOSESHOWNFORLONGORSHORTLEGOF UNIJ, DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG- SWD026 SHEET: 2 L HE 7 L h HE 8 ELEVATION UNIT MAX, ELEVATION AAX. AT AAX 17 9. 4.0- MAX. MP 4.0" M, 3,0" FROM CORNER (TYP.) 3" FROM CORNER (TYP.) In 4- MAX. (TYP.) ANCHOR LAYOUT NAIL FIN 0 RNER (TYP,) MCO-- 1-- 4- MAX. (TYP.) ANCHOR LAYOUT NAIL FIN Silver Line ONE SLVERUNE ORM Tl SRUNSWi K, N) OM2 RN:( Sam)) 228 S' 0 I- I z 7 REMARKS BY DATE 6TH FSC EDITION FM holl 7 S= M3W = Mf CM CF AMOMIM ft 2"M FL #: FL14918 DATE: 09,29.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG.#: CWr)()21; I I SEE GLAZING DETAIL SHEET I INTERIOR EXTERIOR rA-HORIZONTAL SECTION 5 JAMB - METAL STUD FRAME NAIL FIN ORIZONTAL SECTION INTEGRAL MULLION POST AZING SHEET I INTERIOR EXTERIOR SEE GLAZING FDETAIL SHEET I HORIZONTAL SECTION 1\ S INTEGRAL MULLION POST Silver Line t)myn_ B1, ONE 911M.F m a V . 4j z 0 t2 5 W REMARKSKS 6TH F8C EDITION I FM 110/17 3" f ,,.:r # WE CPT. w FL #: FL14918 DATE: 09.29.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG. #: SWD026 11 SUBSTRATE BY EXTERIOR MIN. EDGE DISTANCE MIN. EMB. 1/4" MAX. SHIM SPACE INTERIOR NOTE: SILL AND JAMB HAVE SIMILAR DETAILS ANCHOR DETAIL S THROUGH fRAM£{HEAD) INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE USTEO. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, 5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, ANCHOR SCHEDULE MIN, EDGE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE WOOD: MIN. SG = 0.55 8 WOOD SCREW 1.5' 0.75' NAIL FIN METAL: 18 GAUGE Steel, MIN, Fy = 33KSI 8 TEK SCREW PENETRATION BEYOND MFTAJ 0.75, Silver Line btAndMirn ONENtuER {WIPE NOPT@ @flUMvnCK, NI L18%12 u Zm a c ^- v , p g a a N o Vl mpaZi 40 zO5 U n n C z 3 i>m S n wh y wa- o z REMARKS BY DATE 6TH FBC EDITION i FM 10/17 j1111f11i!!// ! 1* ASS F. O w Ea a3W 3W rant CM, OF ^;THOF A"M — MM FL #: FL14918 DATE: 09.29.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG.#: SWD026 I Florida Building Code Online Page I of 2 911INNEW'' MI&I"I'MWEIRMEW" NEWINIMMINSWIll 401=4MMU =1M=A==M 8cls Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ll6 4Product ApprovalrUSER: Public User Product _AQMyALi?raduct or li MM > i nr h > AQQLtr i > Application Detail FL # FL13265-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/ Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng, zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie.com Category Panel Walls Subcategory Soffits 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 Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence ELLU Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 ymr 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDqvRk6bsvZ66FO... 3/8/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 13265.1 HardieSoffit Panels Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions Uk5......R.3_. I -99 RIO- 4-17 1 Frppp i f-132U: R3JI Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports ELL3Za_PA_AE_U_RLQZZ04-17_59ff(Lwkqqmq4l E1W1iZadf fjj265Fj !E VQf 17- 4 .06.Ddf Created by Independent Third Party: Yes tack f'i i1Mt C. 4[lL4cc Us :: Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoayrWIL &OZ7 , 013 State of Florida.:: :: :; g4(und Statem j 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(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b&_o,-. Product Approval Accepts: as eGlmc.. Credit Card Safe http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FO... 3/8/2018 A FM lorida Product Approval 7 aiardieSoffitO Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2684-17. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. 0 Hardie ffit®" ra Panels JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS Visit [ for the most recent version. IMPORTANT, FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WiTH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10' M PRODUCTS OUTSIDE AN HZ1 00 LOCATION WiLL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES t I # STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry product on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears pnanual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a. Best. i. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieF lade saw blade trademark HardieBlade'saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i.. Dust reducing circular saw with a HardieBlade saw blade only use for low to moderate cutting) Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at wwwiameshari ie.00m to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. M083105 GENERAL REQUIREMENTS: HardieSoffit" panels may be installed over either steel or wood framing complying with the local building code. See general fastener requirements. Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.4), All edges must be supported by framing. (figs. 3 & 4) Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.5). Install kickout flashing at roof -wall junctions. (fig 6.) DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardieo Products. Figure 1 INSTALLATION: FTT/ HardieSoffit panels must be fastened to a solid, nailable substrate such as a wood 2x subfascia. Additional framing may be needed to ensure proper fastening. Soffits can be installed as shown in figure 1. Position the vent holes toward the outside of the eave for optimal airflow. 12" to 24" wide Vented HardieSoffit panels, provide 5.0 square inches of net free ventilation per lineal foot. Alternatively vents can be installed into non -vented soffit. If necessary, an insect screen can be installed using construction adhesive. Note: net free ventilation will be reduced. Fastener Requirements Position fasteners 3/8" from panel edges and no closer than 2" away from corners when using soffit greater than 12" wide (fig, 4) and no closer than 1 " away from corners when using soffit that is less than or equal to 12" wide (fig. 3). Jointing Methods install panels in moderate contact at ends, provide PVC or metal jointers, battens or leave appropriate gap and caulk (fig 2). Figure 2 Figure 3 ventin4 to outside of eave shim fascia (wood) HardieSoffit subfascia vented panel framing framing less than or equal to member member 12" Wide Soffit moderate contact H-jointer framing training _1F1.. from end of soffit member member 3/8'. from edge of soffit leave appropda2wr, batten and caulk rur auuirional ifnorrination Oil rtaraiewrap— weather barrier, consult James tmarcue at 1-0013-411ar0le 01 WARNING: AVOID BREATHING SILICA DUST Figure 4 Greater than 12" Wide Soffit siding seep fasteners away rom corners from edge of soot James Hardie,' products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardie6lade saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a property -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instruction and Material Safety Data Sheet available at www.iameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. «* SF1203-P1/3 6/13 Maintain uminimum 1^gap between gutter end caps and siding & trim, Figure 5 gutter and end cap Figure 6 FASTENER REQUIREMENTS For wood frame construction uminimum 4dcommon nails omma 8^o. atpanel edges and intermediate framing members spaced upm24^uncenter are suitable inmost |ocmi000~ For conventional 2Ogasteel frame construction aminimum No. 8-1Ox8.323''MDx1^long ribbed bugle screws spaced b^ o.o. at panel edges and intermediate framing members spaced upto 24^oncenter are suitable inmost kmat|unx^` MinimumBasic Wind Speed differs hylocality. Where specified levels ofwind resistance are required, refer toapplicable Building Code Compliance Reports. PNEUMATIC FASTENING James Hardie products can hohand nailed mfastened with upneumatic tool, Pneumatic fastening ishighly recommended, Set air pressure mthat the fastener mdriven snug with the surface o[ the siding. Aflush mount attachment uothe pneumatic tool |xrecommended. This will help control the depth the nail iodriven. Ksetting the nail depth proves difficult, choose o setting that under drives the nail, (Drive under driven nails snug with u smooth faced hammer ' Does not apply for installation to steel framing). KICKQUT FLASHING Because ofthe volume of water that can pour down usloped roof, one ofthe most critical flashing details occurs where aroof intersects aoNowuU, The roof must hoflashed with step flashing, Where the roof terminates, install akickootmdeflect water away from the siding. |tiubest toinstall uself-adhering membrane uothe wall before the oubfao |uunUNmUuaNxaranui|mdinp|acn.und then come back toinstall the WokouL Figure 0.KiukoutFlashing Toprevent water from dumping behind the siding and the end of the roof intersection, install o^kioKuut^uu required by|RCcode R905283:^ UuxNngoku||boam|n.of4^ high and 4^wdVo.` James Hardie recommends the kickout be angled between 1000 11O"tomaximize water deflection GENERAL FASTENING REQUIREMENTS Fasteners must 0ocorrosion resistant, galvanized, mstainleo steel. 8octm-gahanizedare acceptable but may exhibit pmnatumcorrosion. James Hardie recommends mouxoofqudity,Am-dippo galvanized nails. James Hardie iunot responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James xurd|amproducts near the ocean, large bodies ufwater, orinvery humid climates., Consult applicable product evaluation mlisting for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not Voapplicable toall areas wmam Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services ifyou are unsure u/applicable compliance documentation, Drive fasteners perpendicular tosiding and framing. Fastener heads should fit snug against siding (no air opaoa).Vi8A> Donot over -drive nail heads o/drive nails atunangle. Unail iocountersunk, fill hole and add anail. (fig.B} For wood framing, under driven nails should hohit flush mthe plank with a hammer (For steel framing, remove and replace ooi|), Dnnot use aluminum fasteners, staples, orclipped head nails, Snug Flush Countersink, 1FiU&Add Nui| donot under DO NOT Figure | Figure | drive nails m^pLe CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manutactuers DO NOT allow tooling. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie` Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus" Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieSoffit panel with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus* product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIER' PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiee Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOGNITION: HardieSoffit Panel complies with ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006International Building Codee Section 1404.10 and 1405.15, the 2009/12 International Building Code Section 1404.10 and 1405,16 ; and the 2006/09/12 International Residential Code? for One- and Two -Family Dwellings Table R703.4 and section R703.10. HardieSoffit panel is also recognized for application in the following: State of Florida Product Approval FL13265, Dade County, Florida NOA No.13.0311,07, U.S. Dept. of HUD Materials Release 1263, Texas Department of Insurance Product Evaluation EC-23, City of New Yak MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications 0 2013 James Hardie Building Products, Inc. All rights reserved. Additional Installation Information, g p pJarineM,and9dhnat admited. lisaor rtgaredtrdtrade ark g JamesHardieJamesHardinTechnologyLimited. g is a registered trademark Warranties, and Warnings are available at of James Hardie Technology limited, www,jameshardie.com SF1203-P3/3 6/13 Florida Building Code Online Page I of 2 10411WE1SWN = hq IRENEWER N' EIINSTMU— ir"MMSIM114=20=11 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FFC Staff 8CIS Site Map Links Search d Product Approval USER: Public User erq4Mq_9rAppjl- n $gArfjh > 62Qq0MgP ig > Application Detail FL # FLI0124-R20 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Niernmen lindar@nemoetc,com Technical Representative William Broussard Address/Phone/Email I Campus Drive Parsippany, NJ 07054 800) 766-3411 TechnicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/20/2018 Validated By John W. Knezevich, PE V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL_I,lJ12A_R2Q__QQL 2 7 nin n Kf stand"I ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2015 2016 2010 2011 1995 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquracBeVCbdMQ... 3/8/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 10124.1 GAF Asphalt Roof Shingles Method I Option D 09/20/2017 09/27/2017 09/28/2017 12/12/2017 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes aLin I F 1 4- f Impact Resistant: N/A Verified By: Robert Niemmen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other; Refer to ER, Section 5. Evaluation Reports EL10I2.,4 P FINAL, GAF Asphalt hAngliesFL U Z"df Created by Independent Third Party: Yes Contact Us 2601 Blair Stone Road. TAUAba5aeg FL32M Eb9agL059-j9Z-jjGj The State of Florida is an AA/EEO employer. i :; EljyaS :: &£ta.Sif?!JA Statement :: Refund 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 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(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Product Approval AcceRpts: MIDWEM Cfedit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMQ... 3/8/2018 r t < TRINITY ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, N! 07054 800)766-3411 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 01506.01.08-1122 FL10124-1120 Date of issuance: 01/03/2008 Revision 22: 09/20/2017 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 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E, on 09/20/2017_ This does not serve as an electronically signed document. CERTIFICATION of INDEPENDENCE: 1. Trinity IERD 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. Trinity) 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, JTRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the 6 1h Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4 1507.1.1, Physical Properties ASTM D1970 2015 R905.2.3 R905.1.1 1507.2.5, R905.2A Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.61 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6,1 Wind Resistance ASTM D7158 2011 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: f9fty Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 0INK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 0INK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9S03 EDITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 2 of 6 TRINITY ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 11/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 11/01/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shineles: 4.1.1 Marquis® WeatherMaxl, Royal Sovereign® and SentinelO are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot' 11, FortitudeTM, Glenwood'^', Grand CanyonO, Grand SequoiaO, Grand Sequoia°' IR, Grand Sequoia® ArmorShieldT"^, Monaco®, Sienna®, Timberline® American Harvest®, Timberline' ArmorShield" II, TimberlineO Natural Shadow', Timberline HD®, Timberline' Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slatelinel is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridges Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge' ArmorShieldT" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, I.I.C. Evaluation Report O1S06.01.08-R22 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVH2 EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 3 of 6 TRINITY E0D 4.3 Accessory Starter Strips: 4.3.1 Pro-StartOEave/RakeStarter Strip Shingles and VVeatherB|ocker TMPremium Eaxe/RakeStarter Strip Shingles are starter strips for asphalt roof shingles. 43.2 Cwick5t rtO Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SB3 modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inchor|ess. 4. 3.3 Stane'MatchT" Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon' and Grand Sequoia" series asphalt shingles. 5tane,MatchT" are installed as the second starter for Grand anyonOand Grand Sequoia' series installations, LmxnAnoms: 5.1 This ba building code evaluation. Neither Trinity |E0}nor Robert Nieminen' P.E. are in any way, the Designer ofRecord for any project onwhich this Evaluation Report, nrprevious versions thereof, is/was used for permitting ordesign guidance unless retained speci5caUyhnrthatpurpose. 52 This Evaluation Report isnot for use inFBCMVHZjurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 Wind Classification: 5.41 The GAF asphalt shingles noted inSection 4. 1are Classified inaccordance wbhFBCTahbs15O7.2J.1and R905.2.6.1u/AST8ND3161, Class Fand/or ASTm\D7z58,Class M' indicating the shingles are acceptable for use |nall wind zones uptu\.,d=15Omph (V,*=194mph) Refer 0oSection 6for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted inSection 4.2are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.61toASTK8 D3161,Qaso F' indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,I, = 194 mph), Refer to Section 6 for installation requirements tomeet this wind rating. 5.4.3 Classification byASTNo D7158applies only toexposure category Bur C. as defined in FBC 1609.4.3. and a mean ,nmf height of60feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5.5 All products inthe roof assembly shall have quality assurance audit inaccordance withF.C. Rule G1G20- . 6. INSTALLATION: 6.1 yndedayment: 6. 1.1 UndedaymentshaU be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule G1G2o'3'per FBC15u7.Z.3'1507.3.4orRgV5.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation u(Pro-Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and 0\uickStartPeel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 63.1 Installation odasphalt shingles shall comply with the GAF current published instructions, using minimum four w>nails per shingle inaccordance vithFBC1507. 2.7cxRgU5.2.6, wbhd`ehd|owingexcepdons: Camelot, Camelot U, Grand Canyon, Grand Sequoia, Grand Sequoia |R,Grand Sequoia ArmurShie| d' and Woodland require minimum five (5)nails per shingle. io S|ate|inerequires minimum six (6)nails per shingle, 6.12 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 mR905.Staples are not permitted. 633 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. Exterior Research and Design, uc Evaluation Report mmouzz8-mo Certificate of*"moriz"xoomam o EDITION (zoo)FBCwow'*vxzEVALUATION FL10124'v20 GAF Asphalt Roof Shingles Revision 2z:oo/2o/ zo1, Page «m» U o U^0 U K 8 6.4 Hip & Ridge Shingles: 6.4.1 Installation ofSea[-A'Ridge Ridge Cap Shingles Seal -A -Ridge |e Impact -Resistant Ridge cap Shingles and Seal-A'8idAeAxmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25'inch diameter beads ufHenkel "LoctitePILS30Roof &Flashing Sealant". a' nwm* m ofttvmmmm Nail 168- 1 12' 6. 4] Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two(J) nails, minimum 3/8-inch head diameter, per shingle and beads ofSonneburn Npt Gun Grade Polyurethane Sealant or Henkel PIL Roofing and Flashing Sealant. mr 305 fmr) 6.43 Fasteners shall be in accordance with GAF published /equinements, but not less than FBC 1507.2.6 or R905.2. 5. Staples are not permitted, Exterior Research and Design,uc Evaluation Report m506om8-1122 Certificate of^, m"riz"monxso o"EDITION (oor)pucwum*vxzEVALUATION pu0124-em GAF Asphalt Roof sm"um= m*mvnzz:oy/aVour Page sma TRINITY ERQ 7. LABELING: 7.1 Labeling shall be in accordance with the requirements 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. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 6 of 6 f 111orida Building Code Online Page I of 2 011MIMIAMMk"INTAININa," 11ASI I 1=1 _111=11=1 =1r&=01 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 5CIS Site Map Links Search d, b-Product Approval pr 4 USER: Public User 69pkWLikn_List > Application Detail 117 -11, 11 FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By ohn W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EU5ZL(L 3QL_ZQJ1A1_QQLNmmj_n_n_-P_df SSAndatil ASTM D1970 (Lear) ASTM D226 (physicals) Yom 2015 2009 http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqv3yVVKJ/`- I QR... 3/8/2018 Florida Building Code Online Page 2 of 2. Product Approval Method Method I Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name I Description 15216.1 1 RhmoRoof Underlayments I Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No ELIKL6 R Approved for use outside HVHZ: Yes &I Off Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure; N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports El.latR3__Ajff 7 9 .ELNAL NOR F _ERJNTELRWRAPR_Hj 9". f Created by Independent Third Party: Yes CQVW= :: FtQn%_Q5A_4A7_-XW The State of Florida is an AA,/EEO employer. 51altmWA :: 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. It you have any questions, please contact $50.487.1395. *Pursuant to Section 455.275(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b1M. Product Approval Accepts; M W W F. M Credit Card safe http:// www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ I QR... 3/8/2018 I, TRINITY ERD EVALUATION REPORT ntenw,ap,|nc 32923Mission Way Mission, 8CV2V'6E4 Canada 551) 574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate v/Authorization »ms03 53CHK| 5T|ANSTREET, UNIT #l3 OXFORD, O0647 PHONE: (2O3) 252,924S Evaluation Report 14]510.02.12'R3 FL15216'K3 Date of Issuance:O2/17/2Q12 Revision 3: 1O/1O/2017 Scops: This Evaluation Report is issued under Rule 62G20'3 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 [ode and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with theGm E6k|wn (2017) Florida Building Code sections noted herein. DcScmpnum: RhnmRomf Underlayments Lxoeuwa: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. ComnmucoCowpuxmce:ThiyEva| uadnnRepnrtisvdidunti| suchtimeasthenamedpro6uct(s)changes,thereferenced 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity IERD Evaluated" maybe 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 ofpages 1through 3. Prepared by: Robert J'KA.Nienmnen P.E. Florida Registration No. 59166, Florida DCA ANE1983 The u°"~=,="u, Nieminen, ,conm/10» oThis does not serve as an electronically signed document. CERTIFICATION mINDEPENDENCE: z. ninuv|[ xmdoem not have, nor does u intend macquire oxwill it acquire, a financial interest inany company manufacturing m distributing products itevaluates. I. Trinityl 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. 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. s. This is o building code evaluation. Neither Trinity | cxo nor Robert Nieminen, P.E. are, inany way, the Designer ofRecord for any project nnwhich this Evaluation Report, u/previous versions thereof, is/ was used for permitting o,design guidance unless retained specifically for that purpose. TRINITY ERQ ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6'h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1(Exception). 5. LIMITATIONS: 5.1 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. 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 current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS' Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes Nti;` Nci: Yes Yes No 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-113 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVH2 EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 N ERD 6. INSTALLATION: 6.1 RhinoGoof Underlayments shall be installed in accordance with !nterw, p, Inc. published installation instructions subject tothe Limitations set forth inSection 5herein and the specifics noted belmw. 62 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly tu remove any dust and debris prior toapplication. 6.3.1 Shall be installed in compliance with the requirements for ASTK4 D226,Type |nr U undedaymert in FBC Table 1507,1. 1 for the type ofprepared roof covering 10 be installed, taking into account the wider sheet - width fu/dnub| e-|ayerapp|icatinns. 63.1 Fasteners: For exposure <24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, orthose noted in6.4.2.The use ofstaples isprohibited, For exposure > 24hours up to maximum30 days, corrosion resistant fasteners shall beminimum 1-inch diameter plastic nrmetal capna||scxFB[MVMZnai|s& l-5/O°diameterdncapu(withd`eruughedOebcin0 up). The use ofstaples isprohibited. 632 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to memvrap' Inc, recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure <34 hours, use ofevery-other fastening location printed on the surface is acceptable. For exposure /24 hours uptumaximum 30-days, use ofevery fastening location printed on the surface is required. When batten systems are to be installed atop the undedayment, the under|ayment need only be preliminarily attached pending attachment ufthe battens onthe same day. Battens shall not bepositioned over cap nails, If this occurs, remove the cap nail and patch the hole in accordance with \ntemvrap published instructions. 643 End (vertical) laps shall be minimum 12-inches and side ( horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening ahalf-width plus 1- inch starter strip along the eaves. Place full -width sheet over the starter, completely overlapping the starter course. Continue asnoted in6S^but maintaining minimum half -width plus 1'inchside (huhzonta|) laps, resulting inadouble-layer application. 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: Qingdao, China QUALITY ASSURANCE ENTITY: ntertek Testing Services NAInc. —QUAl673; (608) 836~4400 END OF EVALUATION REPORT - Exterior Research and Deugn, uc Evaluation Report w0510.m12-m Certificate nfxumomammmeoy o" EDITION (2uzrpucwow*vysEVALUATION pu516- n3 xxmunvvundenvvments Revision 3:zwu0/zor Page 3my Florida Building Code Online Page I of 2 1 f MININNSWIMIM A M,= rA Z =I =1Z = &W, AZml= BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Links Search dbllil ij 4,g-, Product Approval L g USER: Public UserVj EtQqUQLqLAQVJ(I > 82pti;;AUQaW% > Application Detail I FL # FL19567-RI W 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@mmi2000.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.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 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 V' Validation Checklist - Hardcopy Received Certificate of Independence F R I f igs—Q%qk rP.E. f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708,2 http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqs/`2fmGFoyT6r... 3/8/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 12/17/2017 12/18/2017 12/22/2017 02/13/2018 FL # Model, Number or Name 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 fib 7 R>_jj_QL_jZ:9_-MMI_QRV g pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. Q 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 instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 19567.2 MMI Off Ridge Vent & Attached Steel or Aluminum off ridge vent & Permanent Baffle Permanent Baffle Limits of Use Installation Instructions Approved for use in HVHZ: No 7 R1 I -V Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: EM Created by Independent Third Party: Yes 19567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No f1 9.5 7 Ri R.I;idf Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: flL19 AEZ9_RQ Created by Independent Third Party: Yes 19567. 4 Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No EL195,§T..._R> IIj_Q4_ - MM -R -LRfjt f Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: EU9S¢7 R,7 _.FiF, Q4 M 1_I a{ f Created by Independent Third Party: Yes Copocl Us :: 2§01 glair StQQP Road. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. CQlayrioht 20QZ-QQ33,5tate of Florida.:: PrWACY 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 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(1), 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Product Approval Accepts: Reek Credit Card Safe S curitYmi t'R1C5" v http:// www. tloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgs%2fmGFoyT6r... 3 /8/2018 CBUCK Engineering Spe4=cWtj Stri-sr—ftxcN ErOrwawM CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI Off Ridge Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.2 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-VPB-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 7 M M I Off Ridge Vent Attached Permanent Baffle Facsimile of digital copy signed by Steel or Aluminum James L. Buckner, P.E. Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAG Rule 61GI5-23, No 31242 L4J Z: 0 STATE OF LORWO CBUCK, Inc. — Palm Beach County, Florida 2017,12.15 09:08:10 -05'00' Phone: (561) 491-9927 " Email: cbuck@cbuckinc.net - Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 FL# FL1g567.2R1 Date: 12/15/17 B-ER6 Page 2 of 74tjStmr-tural (=r-0r*aL=MnQ CBUCK, Inc. Certificote of Authorizotion #8064 Manufacturer: Millennium Metals, Inc. Product Name: KW&U|Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method: State Product Approval Rule 61GZO-3J]05(])(b) Product/System MM|Off Ridge Vent with Attached Permanent Baffle Description: Steel or aluminum off ridge vent & attached permanent baffle for shingle roofs mechanically attached toplywood deck. Product Assembly as Refer to Page 4of this report for product assembly components/materials for Evaluated: structural attachment: 1. Off Ridge Vent I. Permanent Baffle l Fasteners 4. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this Description: 15/32( minjorgreater plywood, 0 or Wood plank ( min. specific gravity of 0.42) Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 pSF Allowable design pressure for allowable stress design (ASD) with a margin of safety u/2toI. CBUCK Eriqlneering FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 3 of 7 Struct.LlrcN ng CSUCK, Inc. Certificate of Authorization #8064 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 #: QUA 1824). Date: 12/15/17 CBUCK Emnc Report No.: 8-ER6 E:r-0rxaPMrQ CSUCK, Inc. Certificate of Authorization #8064 Structural Ridge Vent: MM|Off Ridge Vent Components/Materials Steel by Manufacturer): Thickness: 26Kau8e (min.) Yield Strength: 40ksimin. Corrosion Resistance: Aluminum Zinc Coated Steel per A5TK1A792AZBlor Galvanized Steel per ASTK8A6S3G'9O,or Pre -painted Steel per ASTKAA755or Per FBCSection lSU7.4.3 Material Type 2: Aluminum Thickness: 0.025"(m|n.) Alloy Type: 3105'H14 Corrosion Resistance: ncompliance with F8[Section lSO7.4.3: ASTM8209 Nominal Dimensions: Width: 24^ Height: 4' 1/2" Lengths: 2', 4',G',8'and 1Y Baffle: Permanent Model Material Type 1: Steel Thickness: 268auBe ( min.) Yield Strength: 4Uksimin. Corrosion Resistance: Aluminum Zinc Coated Steel per A5TK4A792AJ5U or Galvanized Steel per ASTK8AGS3G-9U,or Pre -painted Steel per ASTMA755or Per FB[ Section lS07.4.3 Material Ty e 2: Aluminum Thickness: U. U%S"(minj Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: 0 ASTKA8209 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) Faytener(s) z Base Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size: 11gauge (« length tomeet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/ 2"min. from edge ofdeck Corrosion Resistance: Per F8CSection l506.S Standard: Per ASTK8F1667 CBUCK Engineering Alternate Fastener: Purpose: Type: Size: Penetration Through: Edge Distance: Corrosion Resistance: Standard: FLAk FL195G7.2R1 Date: 12/15/17 Report No.: 17'196-W1K8\-VP8'ER6 Page 5of7 CamCK,Inc. Certificate of Authorizotion#8o64 Attaches Ridge Vent Base Flange toDeck Hex -Head Wood Screw 1O(»length tumeet min, penetration through deck) 3/ 16"min. through wood deck I- 1/2"min. from edge ofdeck Per FBCSection 1SO6.6and 1507.4.4 Per ANS|/ASK8EB18. G.4 Installation: Structural Installation Method: Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. insert baffle flange flush beneath the vent front flange. w Simultaneously attach vent front flange and baffle flange todeck with nails or screws spaced Q"m. r.maximum and 4'I/2"from each end. w Attach vent back flange and side flanges to deck with nails or screws spaced 8" o,o.noaximum and 4-1/2"from each end. w Minimum fastener penetration thrubottom ofsupport, 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, |nc.(F8COrganization #TSTID: 1SJ7) Report#: F3167.01-450-44, Report Date: 12/ 15/15 2. Engineering Analysis ByC8UCKEngineering 3. Quality Assurance ByKeystone Certifications, Inc. (QUA ID: I824) Millennium Metals Licensee #423 4. Certification ofIndependence ByJames L. Buckner, P.E.@C8UCKEngineering FBCOrganization #ANE1916) FL #: FL 19567.2 R1 Date: 12 / 15 / 17 CBUCK Ez qIn .: e n g Report No.: 17-196-MMI-VPB-ER6 Page 6 of 7 S 5 i•njc:t Ljres1 E ng CBUCK, Inc. Certificote of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 5-1/2" Profile Drawings 12„ 2 in. 4 11 in. 3-1/4" 3„ Vent Side View Baffle Side View Not To Scale) (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. V\bod Screws W Off Rdge Mat Steel orAluminum) Sic" Typical Fastener(s) 11 Gouge Ring Shank Roofing Nail OR Plywood Deck 10 mn. Wbod Screws Perma w t Baffle --- Steel or Aluminum) NM Off Rdge Vert Steel or Aluminum) r ' Plywood Deck PemraBaffle Baam2r Steel orAluminurn) Typical Fastener( s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Woad Scram Typical Cross Section View (Not To Scale) CBUCK Engineering FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 7 of 7 SArLichirc5l Er rg CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 11/2 41/7'—• -- 8' o.c. Typical, Ma>dnm Typical Fastener(s) 11 Gx9e Rng Shards Roofing Nail Base FlangeOR 10 rrin. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) 4 R.el 6 R. l 8 Ft e / 10Ft 24 r 0 Purnmert Baffle Attadied Sintaneously with vent flange fasteners Typical Fastffw(s) 11 Gauge Fang Shards Rooting Nail OR 10 min. Mod Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 2, Documented Construction Value: S Job Address: '?' 2 '21 (It /' C, Historic District: Yes n No Parcel ID: Residential 0 CommercialEl Type of Work: New Addition 0 Alteration El Repair DcmoE1 Change ofcase n MoveEl IV I DescriptionofWork: con'a Z Plan Review Contact Person: Title; Phone: Fax: Email: i4trcc'e Et Name Street: City, State Zip: Property Owner Information Phone: Resider, Contractor Information Name Phone: Z16 2 7 - Street: 1'2 Fax: /r 2- 3 3 -23 City, State Zip: rz_ State License No.: 6 C_< Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: 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 will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A NQ1y;Q to addkkql al dw Imple"Wne; ofthk pamw thy` o nmy be WOW restWicel'-, oppliodfl(' lo dler polp,',H'y limt "my Q round in thepubl€c. mew& of this cmirity. and Toe ulay be albidwial peivAB nNWhvd ham We gowvwrimud cmitws W ms wom, f1mviWalwit Wstrick stme agencie% eve 104nd nVaicies, Accerrtance oFpumk is vaification IN I will imiN the, omwr "die Ilropeoy 4the re(p6renteMs of Fkkda Lin 1 Aw, V% / 13. The City of'-,,anfiard requhvs Payment ofa Plan review fie at the time of permit mtbmWal, A col)N, of(he exectited contract iS l'o(JUiCed ill or(Jor to Calculate a Pon mview diame and will he comidaed dive estimated consWwtion One or the job at We time of snlmnWal, rim notial conswuction valoe will be figtioad based on the ctmrm RT Valuation Table in enter at the We dw pmnif is issued, in accordmiu,, Nvith local ordhatwo Should calctio(od chatt,,es Hpwd ok he enciani comract exceed Ow numl smstmistion value, credit will be applied to you faennir fees when the pe"nit is ksw(f OWNF31"S AFFIDAVIT, I cerjy that all of this foie going inforkination is accurate and that all work whil be done in complihnee with all applicable laws regulating; coils ti'll etio 11 and zoning, v Print ConttAotor/Aacn(',s Naroo Signatkire ol'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID CHAD vV COWDERY My C()MMISSION it r N F-VIRES April 25.2020 4071 3o"D I" Flonja?404 Lr Contractor/Agent is _A Personally Known to Me or Produced ID _ Type of ID RE LOW IS FOR OFFICE USE ONLY Permits Required: Bit,tilding 0 Eleefrical [11 Mechanical [] PlumbingE] Gas[] Roof 0 Construction Type:______ Occupancy Use: Flood Zone: Total Sq Ft of Bldg:_____ Min. Occupancy Load: 4 of Stories: New Construction: Electric - H of Amps Plumbing - # of Fixtures_-.-________ Fire Sprinkler Permit: Yes[] NoE] A11PROVALS: ZONING: ENGlNl-,J-,RIN(J: CMINIENTS: of Reads Fire Alarm Permit: Yes [-] No [] UTILITIF',S: FIRE: WASTE NVAMR: BUJI-DING: Revised: June 30, 2015 lWit Application CITY OF Sa FORDII FIRE DEPARTMENT Bail ding & Fire Prevention Division PERMIT APPLICA T10A' Application No: Documented Construction Value: S 7100 Job Address: 2832 GIPPER CIRCLE, SANFORD, FL 32773 Historic District: YesoNoll Parcel ID: Residentialz Commercial Type of Work: Nevvz Addition[] AlterationEl RepairE]DemoE]Change of UseElmove H Description of Work: NEW SINGLE FAMILY HOME CONSTRUCTION Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name DAVID WEEKLEY HOMES Phone: (713) 963-0500 Street: 1111 North Post Oak Road Houston Resident of property? City, State Zip.. Houston, TX 77055 Contractor Information Name SPEGAL PLUMBING LLC Phone: (321) 256-1234 Street: 1767 BENBOW COURT Fax: 13"") 0 City, State Zip: APOPKA, FLA 32703 State License No.: CFC1428683 Architect/ Engineer Information Name: Phone: Street: Fax: City, , St, Zip: Bonding Company: Address: E- mail: Mortgage Leader: Address: A" ARNINGTO OWNER: YOUR FAILURFT0 RECORD A NOTICE OF COMMENCEMFNT MAY RESULT IN YOUR PAYING TVVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CC ,MINIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMFN'CFMFN" l'. Application is hereby made to obtain a pernnit to (to 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 rc&qilating 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- 1 Shall he Inscribed wIlth the date of application and the code in effect as of that date. 6" Edition (2017) Florlda Building Code Rc% INCL January 1, 2018 Ilk-ravit Application 19 NQM,': 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 a, Nvater 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 Lieu Law, FS 7 13, The City of Sanford requires payment of plan review 1'ec at the time of pen -nit 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 he figured based on the current ICC Valuation Table in effect at the time the pennit is issued, it] 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 workvvill be done in compliance with all applicable laws regulating construction and zoning. Pritil OwnmAgvvl*i Naole Signauac of flori4a Ditc Owner/Agent is -- Personally Known to Me or Produced ID Type oflDyp Sigoatum of'C(n)(metor Agcni Oat,: Print CoritractorAgoil's Num, do 0 Signaiurc cal 'Notary -State of F londa to KRISTA MICHELLE VINES FXI,qRFS AprO (1, PO I ,i Cot! aRtorgenis mensal V K 9 nonto Me or At wProducedlD _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required; BuildingEl Electrical[] Mechanical[] PlurabingD Gas[:] Roof`[] Construction Type: Occupancy Use: Flood Zone: Total S(I Ft of Bldg: Min. Occupancy Load: 0 of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures I J Fire Sprinkler Permit: Yes © No E] 9 of I leads — Fire Alarm Permit: Yes [] No APPROVALS: ZONING: — UTILITIES: CONIMENTs: WASTE WATER: ENGINEERING: FIRE: BUILDING: 1,2018 Penny Application SCPA Parcel View: 25-19-30-5AG-080D-0060 Page I of 2 CFA Pro ppert yj eqorq_Caret pamal -[-UU60 R D, F IProperlyAddrusF' .,'Nf32771 2011 Parcel Information Value Summary Parcel 25-19-30-5AG-08OD-0060 Owner DEESE, BARBARA B Property Address 701 E 6TH ST SANFORD, FL 32771-2011 Mailing PO BOX 633 SANFORD, FL 32772-0633 Subdivision Name Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) I' lLegal Description ALL LOT 6 & N 8 FT OF LOT 7 BLK D TR D TOWN OF SANFORD PB 1 PG56 Taxes 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 40,581 38,184 Depreciated EXFT Value Land Value (Market) 9,034 9,034 Land Value Ag lull M 49,615 47,218 Portability Adj Save Our Homes Adj 16,537 14,820 Amendment 1 Adj 0 P& G Adj 0 0 Assessed Value 33,078 32,398 Tax Amount without SOH: $423,00 140, 00 Save Our Homes Savings: $283.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 33,078 25,000 8,078 Schools 33,078 25,000 8,078 City Sanford 33,078 25,000 8,078 SJWM( Saint Johns Water Management) 33,078 25,000 8,078 County Bonds 33,078 25,000 8.078 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 1/1/1992 a 3,200 No Improved WARRANTY DEED 10/1/1986 1 23 55,000 Yes Improved WARRANTY DEED 5/111986 01 0278 1.200 Yes Vacant WARRANTY DEED 3/1/1986 G237 16,000 No Improved ADMINISTRATIVE DEED 411/1985 1n 100 No Improved f' mtl corn*arahm Sates Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 58.00 117.00 0 175.00 9,034 Building Information Description Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages http://- arceldetail.scpafl.org/ParcelDetaillni'o-.aspx?PID=2519305... 3/9/2018 IF CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Ind, Application No: 7DocumentedConstruction Historic District: Yes D NoJobAddress:.N Ic - ?y Parcel ED: ResidentiaQ Commercial I- I Type of Work: Newo,' AdditionD AlterationEl RepairEl DemoD ChangeofUse[J MoveEl Description of Work:"11,,S14 Plan Review Contact Person: Title: Phone: Lk-1 Email: (min Property Owner Information Name WM'iCJ W Street: 22k_2 S, City, State Zip: Namela-Asix Street:, City, State Zip -.a Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? ormation Phone, :1 V 6i Fax: State License No.: Architect/ Engineer Inf6rmation Phone: 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 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application Q1ICE: 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 AFF DAVIT: I certify that all of the foregoing information is accurate atalf,work will be done in compliance with all applicable laws regulating construction and z g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Name CHERYL D AKERS MY COMMISSION # FFM962 EXPIRES June 06, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is __%,-P'ersonally Known to Me or Produced ID Type of ID 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes E] No (I UTILITIES: gum WASTE WATER: r Revised: June 30, 2015 Permit Application A STATEWIDE State Cert CAC032448 1-888-831-2665 G, HEATING AM CONDITHII NING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 — Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 — Frame Wood, Exterior R-13 — Frame Wood, Adjacent Windows — Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater — 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES PLAN NAME 7413 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANS/FAN- TOTAL CONTRACT NOTES Added 3/13/17 LIGHT COMBOS 4/0 PRICE 6,597.00 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 3 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE — 40' GARDENS PLAN NAME 7510 TONNAGE 3.0 SEER ........ ....... .. 14.00 HSPIF 8.2 FANSIFAN- TOTAL CONTRACT NOTES LIGHT COMBOS 4/0 PRICE 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE, Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials Revision)E City of Sanford Response to Comments 0 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit4 Submittal Date Project Address: 01 Contact: Ph: 2 Fax: C Email: 410% 0t. 4, Trades encompassed in revision: Genera i3 00jq) ro on: Buildirla Plumbingcx— Le- C3 Electrical C) El Mechanical 13 Life Safety. 13 Waste Water Department 0 uTtilities 0 Waste Water 0 Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals I Revision)g Response to Comments 0 Permit # Project Address: '2832- City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date P4 A q 4 z Contact: Ph: Fax: Ema, 1: Trades encompassed in revision: General description of revision: 6 Building V4&NL(Q 22 0 Plumbing El Electrical 0 Mechanical 0 Life Safety El Waste Water Department ROUTING INFORMATION Approvals 11 utilities El Waste Water El Planning 0 Engineering El Fire Prevention 0 wilding M C D MONTA CONSULTING & DESIGN OF WMR AND ASSOCIATES, LLC 2 2 2) S 0 (: I I [ W E S f M 0 N T F 1) R I V E. S U I I E I () 0 A 1, T A NI 0 N I' E S P R I \ G S, F t, 0 R I D A 3 2 7 1 4 p 14 0 N F 4 0 7- 6 @ I. 1 9 1 7 F A X 4 0 7- 6 8 1- 1 9 ' 0 TRANSMITTAL SHEET DATE: David weekley Homes Aprit 13, 2018 A Vl EN`I ION FROM: Tracy Wiggers MCD l'lmj1:c'(No PROJFC-F INAME, 2172081 RPT-24 (7413 B South) I'( )R: 1) '\ I I LK U Quantity Items 2S&S (2406) & narrative Move Door at Storage Under Stairs Opposite the Pantry Remarks: 4/12/2018 Monta Consulting & Design of WMR and Associates, LLC North Pointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Residential Design & Structural Engineering, Site work, Commercial / Industrial Building Design, 9 "1 Truss ManagementEngineering, Third Party Inspection, Project , and BIM ModelinZ:, g for Hornebuilderst, Z' - David Weekley Homes Reagan Pointe — Lot 24 (7413 Coralbell, Elevation B, Garage South) Date: 04-11-18 Plan Revision: Relocated (1) 2468 Door at Storage in Garage to back Side of Stairs. All changes are clouded and marked with delta 31 Sheets affected 1. Structural Notes & Cover S 1 2. Updates PFIS 3. First Floor Foundation Forms Plan FS-1 4. First Floor Plan PLN-1 5, First Floor Utility Plan ELE-1 6. Foundation Plan S2 7. Dowel Placement Plan S2.1 8. First Floor Framing Plan S5 0 -0 2— V7-> \--j Revision 0 Response to Comments 0 A","? ui Permit # Submittal Date Project Address: 2 et "Ft COS- Oj — —M—e, C, City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Contact: Ph: Pd ofzi--), e Fax: Email: Trades encompassed in revision: General description of revision: Building El Plumbing El Electrical 11 Mechanical El Life Safety El Waste Water Department El Utilities El Waste Water 0 Planning El Engineering El Fire Prevention El Building ROUTING INFORNIATION Approvals Monta Consulting & Design of WMR and Associates, LLC North Pointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Residential Design & Structural Engineering, Site work, Commercial / Industrial Building Design, Truss Engineerina, Third Pa a Inspection, Project Manacment, and BIM Modelinfor Homebuilders David Weekley Homes Reagan Pointe — Lot 24 (7413 Coralbell, Elevation B, Garage South) Date: 04- 06-18 Plan Revision: Relocated (1) 2880 door at Garage, added (1) 2468 door at storage in garage, updated first floor doors to 8'-0" tall, corrected lintel length at rear dining room window and relocated water heater in the garage. All changes are clouded and marked with delta 2. Sheets affected 1. Structural Notes & Cover S I 2. Updates PHS 3. First Floor Foundation Forms Plan FS-1 4. Tie Beam Plan TB-1 S. First Floor Plan PLN- I 6. First Floor Utility Plan ELE-1 7. Front & Rear Elevation ELV-1 8. Side Elevations ELV-2 9. Foundation Plan S2 10. Dowel Placement Plan S2.1 11. Lintel Plan S4 12. First Floor Framing Plan S5 Monta Consulting & Design of WMR and Associates, LLC North Pointe 11 Phone (407) 681-1917 Certificate of Authorization # 91771035GreenwoodBlvd, Suite 173 Lake Mary, FL 32746 montaconsulting.com Residential Design & Structural Engineering, Site work, Commercial / Industrial Building Design, Truss Enineerina, Third Pn Inspection, Project Mana=ement, and BIM Modelina for Homebuilders David Weekley Homes Reagan Pointe — Lot 24 (7413 Coralbell, Elevation B, Garage South) Date: 04-06-18 j S3,;- q 1'r P- "' C' V Plan Revision: Relocated ( 1) 2880 door at Garage, added (1) 2468 door at storage in garage, updated first floor doors to 8'-0" tall, corrected lintel length at rear dining room window and relocated water heater in the garage. All changes are clouded and marked with delta 2. Sheets affected 1. Structural Notes & Cover S I 2. Updates PHS 3. First Floor Foundation Forms Plan FS-1 4. Tic Beam Plan TB-1 S. First Floor Plan PLN-1 6. First Floor Utility Plan ELE-1 7. Front & Rear Elevation ELV-1 8. Side Elevations ELV-2 9. Foundation Plan S2 10. Dowel Placement Plan S2.1 11. Lintel Plan S4 12. First Floor Framing Plan S5