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2844 Gipper CirParcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 07— -o7Y Documented Construction Value: S bq113 fe C l E E*fl,FL iistoric District: Yes No Residential d Commercial TVDC of Work: News Addition Alteration Repair Demo Change of Use :\,love Description of V1'ork: 5LU vNgw—M Plan Review Contact Person: Phone: Fax: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name .SYF L—L -P L(A cog? Q G L_LD Street:1--i l0—+ %6N000w GC>-X -C City, State zip: Apwt AA 3 U o 3 Phone: Fax: State License No.: ) co, Architect/Engineer Information Name: - Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 mode 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 11)5.3 Shall be inscribed with the date or npplication and the code In effect as of that date: 516 Edition (2014) Florida Building Code Rcvisal: htnc 30, 2015 Pctmit Application NOTICI?: 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 permit% required from other governmental entities such as water management districts, state agencies, or fedcral agencies. Acceptance of permit is verification that I will notify the owner of the property of Use requ irements 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 •ill be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Dale Print Owner/Agent's Nam signature of Not uy-slats: or Florida Dmc A Z= , /' // 8 Sig nGm of mractorfi%M1 Date IR V- 1-AN- Print Cuntmctur/Agent's Name CARMEN GUZMAN p 't.•, Notary Public • state of Florida Commission * FF 994487 r1t di My Comm. Expires Nov 8. 2019 Bondtd 8lrouilb National Notary Assn. Owncr/Agent is Personally Known to Me or . . Munliffy-Known to Me or Produced ID Type of ID Produced ID Typc of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type. - Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures 1 1 Fire Sprinkler Permit: Yes No // of Hcads Fire Alarm Permit: Ycs No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE.: BUILDING: Rcvisal: June 30. 3015 Pcrnih Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION aApplicationNo: %' 78 Documented Construction Value: $ 620 Job Address:. / i (T C Historic District: Yes No, Parcel ID: Residential ou Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 'O/I 1%lt e ( '+ O 12 s'r/.c i `l ' w. /.5-0 Plan Review Contact Person: Title: Phone: Fax: Email: L1111 A I Ll Ie G avA 4 Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name X' r J e0rec.74,, L Phone: Street: /07- 19 C 5T Fax: `% 7 %3 3 ' S-z y City, State Zip: SS/rn.-n >° %- 3 1K."411 State License No.: 6C01Pc;>a98% Name: Street: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 105.3 Shull be inscribed with the date of application and the code in effect as of that date: 5i4 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required fi•om other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Signnlum of Owner/Agcnl Datc Sign uns of Con ctor/Agent Dale Jam'-5 /oh t re'— Print Owner/Agent's Name Print Conyuytor/Agent's Name A M Signature of Notary -State of Florida Date awe of Gr le CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25.2020 407)79"153 ianusnwr7u••,w....... Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of I Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Leads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Applicalion FIELD REPORT PROJECT NAME: CLIENT: PROJECT NO.: DATE: CONTRACTOR: ^yi Oi WEATHER: CE p zo 79- RTEG'S REPRESENTATIVE: THE RAAD - TANNOUS ENGINEERING GROUP, INC. 91 n N rnlrlAnrnH Rnari. 9 Suite B10 9 Orlando. Florida 32807 FOUNDATION SURVEY J LEGAL DESCRIPTION: LOT 22, 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 WWW.FEMA.GOV THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES C16 R=80.00'(P) L=4.25'(P) A=03p02'36"(P) Chord Bearing= N 33'00'11" W 4.25'(P) N 35p14'48" W 4.28' (M) P.T. located on Lot 20 3 m rA, L1 N 34p31'30" W 35.75' (P&M) II ' "LAI W. z4 2844 GIPPER CIRCLE, SANFORD, FLORIDA 32771 L2 S 34'31'12" E 40.00' (P) \ S 34°34'00" E 39.98' (M) L3 OG N 34p31'30" W 71.71' (P) 5Xw L o TR = TV Riser !B o /o 9 b C x< o o 6G O Water Meter 0 2'E %• d d Lot 21 s° TR = °dJTransformer O 1°A O = Sanitary Stub V 1oj1 Lot 221 1'. C . DA'.'.'.'.'.' '.'..........6 p 's p 0......._ ... .0 5102E 9^ l0 o. tioo . .... .....e5 ae0. ....... l F............ aa\a oo,4r 0 N CJ d7. Cp m3 # 2 30 W E J s s Graphic Scale A. 1, z' a' Scale. 1 "=20' Revision Added Foundation and Stakeout Survey - 02/07/18 Lot 23 A, 6. o 2( 063y L T 5 -Site Benchmark Information - Found Nail &Disc "LB 2108" in CL of Gipper Circle Elevation: 47,35' di0, P 0' # 2 Found Nail & Disc "LB 2108" in CL of Gipper Circle Elevation: 45.15' Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45. 350'. Elevations are based upon NAVD 88 Datum) EDocuSignetl by: alty k IMF. BlCED63FCAE64EB. Field Date: 2n/201 e Date Completed: 2/7/201 a NOTES- Survey is Based upon McLegal DesalPSion Supplied by Dimt. Abuninghpye, He+e dxu NUlberrRexearcnedfor4ps,Wcrlepsend/wWatus i ' abya cAR«i Dolmaayn"imrywn„t/ n lna A e e oe nnr,d pmr,rry is YedgeanwfasrztlyS—yad a . rmS'DlrMnnnnth,DateShom,SaxnAonlnb..w,,I—INhadlnMe DrawnBy: R.S. File Number:IS-37995F0 Subtert w any Ea+ements and/or R11"iOpm of Record. arkybaYs shown hereon,lsNwinedarid Bared peon thefile Devxedwnha TB ' ea Noted and Cardomn to Me Standards of PI -Moe fns La S—ying 111he$ fafe of Fblda h accordance weh Cbaprar 5J-11 O5 Florida AdminlstrelNe Codes. PuraVanl 472 l7 Fkxim S:etNes. Legend- C Celglated CentallnaPC - Point of ClnveURe Pg. - Page 1— g Tres are NOT to be pudto reconstruct P ppert Unea. ylg cllon Concrete block PI - Point of l ntghnintx+ Fe« e Ownerxhlp lx NOT deterrNned. Roof WerHangx,Undergound UUYnex and/or Faoterxhare NOT bran/«atM UNLESS cm CMConcrete Mmumenl p.O,B.-Point dt3egktMrg otherwise rated aP. LvYxt tl COIIC. CunONM, P.O.L - Point PP P_.rOn lNtO Septix Tanta art/or Dralnfieldl«>Uonx are approximate and MUST b--fied by T,.1 9ta/ lTHE DE D aincaggs Easement PRM • Permanent Reference aZpba Uelity Loc.Uon C«roa 1- Patrick K. Irelan °q`-:mot pP 6637 LB 7623 Esmt -Easement Monument u:<prrn xspr.ey r«Pero=na,«ner rnan lnteMed. wnnomwmten voamatmn. wm ne F. E.M.A- Federal Enragerrcy ManagementAgencyPT -Point M Targenry R - Redkne ttne User SoleMskand WRhout Llablllty torte Surveyor. NptMng Hereon+hall be Cornwell t.,i.1 Ngbl or U-111+1y A,ry Diner than tnyae Certified. ThIS SIIrVey is intend Vfor use of Said Certified Parties. TIN9$ Ille NOTVXJDUNL aidEmbossedSVl".SuRe sSod, FFE Fnd. IPLFinish. Fl— EItWabn Red.-Radtat FWM RUC -Reber&Cap Iron Pipe Rec -Recovered tengin ( Afc) RTd. -Rooted POINTS OF INTEREST- PROPOSED CONCRETE DRNEWAYAND SIDEWALK CROSS T UTk1TV EASEMENT. Ireland & Associates Survepng Inc IM N&D Measured Nail & Disk Saett - Set "h" Reber & Relief Cap -Le Tern- 1301 S. International Parkway State 2001 N. R. Non-R.W Typ. -typk& Lake Mary, Florida 32746 ORB POl6clal Remnb nook Plat UE - Utility Ease— WM - Water Meter www.irelandsurveying.com FB Office-407.678.3366 Fax407.320.8165 wona40-Chain Link COUNTY OF SEMINOLE / / O(U `% Q IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 DATE: April 28, 2017 y` i 3 7BUILDINGAPPLICATION #: 17-10000257 ( BUILDING PERMIT NUMBER: 17-10000257 / UNIT ADDRESS: GIPPER CIR, 2844 22-20-30-520-0000-0220 '] 3 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 28F4R4 GIPPER CIR REAGAN POINTE LOT 22 FEE BENEFIT RATE UNIT TYPE DIST SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single Family Howling 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Housing .00 1.000 dwl unit FIREES R00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO - WIDE ORD PARKSSiinngle FamilyHousAing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/ A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: AS (PLEE PANTIGNATURE: NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TH IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk 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 PLAN IMPLEMENTATION 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 tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared by and Return to: JOHN KINGMAN KEATING Town Square Tide, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32901 Telephone: 407422-2234 NOC17188 aECOWDOG IWORMATMN AIM TMn tort NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520.0000-0170 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 17, Reagan Pointe, according to the map or plot thereof, as recorded to Plat Book 81, Pages 45 through 52, inclusive, of the Public Records or Seminole County, Florida. Property Address: 2874 Gipper Circle, Sanford, Florida 3Z773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post akRoad Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): une ntractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. monle Drive, Suite 3300, Altamonte S tin , Florida 32714 Phone Number: (407) 865-9992 rety (if applicable, a copy of the payment bond is attached): (a) Name and Address: NIA (b) Phone Number: N/A mount of Bond: NIA nder: (a) Name and Address: N/A: Phone Number NIA sons within the State of Florida designated by Owner upon whom notices or other documents may be served as ded b Section 713.13 1 a 7, Florida Srotures : (a) Name and Address: N/A (b) Phone Number N/A addition to Owner, Owner designates the following persons) to receive a copy of the Lienor's Notice as provided in713.1 1 , Florida Srarures: a Name and Address: N/A; ) Phone Number N/A piration date of Notice of Commencement (the expiration date may not be before the completion of construction and payment to the Contractor, but will be 1 year from the date of recording unless a differem date is specified: WAKNIENU IV VWNLK: ANY rAYMEN75 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 la limited liability company By: \ / John Kingman Keating, as Authorized Agent STATE OF FLORH)A COUNTY OF ORANGE I HEREBY CERTIFY, as so officer duly atahorized to take acirowledgmetas and oaths in the State and County aforesaid, thm an the eaecution'of ibis instrument on the date set forth below, )obn Kingman Keating personally appeared hefore me as Authorized Agent of Weekley Homes, LLC a Delaware limited liabilby company and executed or acknowledged his/her/their previous exec -,ion of this instnmrcm. I HEREBY CERTIFY, that ohn 'ngntan Katieg, is/are the same person(s) either executing or acknowledging exeatioa of the oing instrument bcause: personally know hitr Der/them OR _ 1 have satisfacwry evidence of twee based _ drWer'c license or Other idauifiptioa: If 's my rd o seal in the State and Co aforesaid this 14tb day of November, 2017. N lic Sift g 0LArt MQa&MATr0MOOD o tomabakttl001Z1rW GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S N 2017116D04 SK 9025 Pg 0092: (1pg) E-RECORDED 11/162017 03:22:01 PM 10.00 1 JUL 31 d CITY O SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I r_7— 3 0 7 Documented Construction Value: $ k X3111- °° ir Job Address: 2144 GigpiPy ice-[, VeLFL 3R3% Historic District: Yes No Parcel ID: V—a0-M- S`a'O—0000— D-a-2-0 Residential Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: "rD,_j7lGkP.Yir1Q Title:fDj C Coo(& Phone: 4461- 7 U S-• 1;-$ $ Fax: Email: JVC% 4EVi Q Q IQ11QnVM &_ V1 Property Owner Information Name GND- RtAA.a r'l , Ut, CT,=% Phone: 1131to• 33td5 Street: OaL Road Resident of property? City, State Zip:sl Contractor Information Name & U d Phone: _H b'+- %(QS -S a00 Street: 06 S. L%A1 AeWV4P_DdVe Su,k 3400 Fax: City, State Zip: Affim ie • f , '. 3-aw4 State License No.: Architect/ Engineer Information Name: MOD_CM%A1J,eM Phone: 401t- (0%1,14.:ff: Street: Aa3, S Wes+rntt>rrV6 Dr V*_ Suiv- loo Fax: 14e4-(atI-1A2.9 City, St, Zip: A 1 kAw my4a, Snf1MS S. ft. 52::'14 E-mail: At1tY in A ln.or1t Suli lltt .CvM Bonding Company: Mortgage Lender: Address: Address: WARMING 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 FUNANCING, 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. FHC 1053 Shall be Inscribed with tt date of application and the codo in effect of that date: Si° Edition (2014) Florida Building Code Revised: June 30. 2015 1 1 \ Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is Issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. F,'e Print OWMATgent's Ngmc S Sig of Note a of h& -Datb NOTARY PUBLIC STATE OF FLMDA Cantt000002M Ire* OM VMO Owner/Agent is !/fp''T"sonally Known to Me or Produced ID Type of ID V/, 310 moo Bo&4A Dt,c is Print Con todAgcnt's Namo Sig[are of Notory-5ta f Fiore K pj2gtpCkg V NOTARY""PUBUCM STATE OF FLONDA Cam 0 0)00MM Contractor/Agent is ersonaallly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[2] Electrical[j] Mechanical & Plumbingio Gas Roof Construction Type: Xr& Occupancy Use: F-3 Flood Zone: K-'5 Total Sq Ft of Bldg: aXaN al3%hn. Occupancy Load: 114 l t CACt j of Stories: ?— New Construction: Electric - # of Amps, N150, Plumbing - # of Fixtures VI Fire Sprinkler Permit: Yes No ® # of Heads Fire Alarm Permit: Yes Nog APPROVALS: ZONING:4Z?UIUITIES: COMMENTS: WASTE WATER: ENGINEERING: M *T 7'6.7 FIRE: BUILDING: V 6•7-11 Ok to construct single family home with setbacks and impervious area shown on plan. (%*to i rnp., Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-2078 2844 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 23341square feet SQUARE FOOTAGE OF GARAGE ONLY: 399 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2733 square feet Dollar Valuation of Work: 283,716.73 State Fee: 87.07 Permit Fee 2,026.02 Application Fee: 25.00 Plan Review Fee: 851.15 Total Building Permit Fees: 2,989.24 o W, 1 7 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering 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: tpickering@dwhomes.com Property Address: 2844 Gipper circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0220 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O"CI S Y Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2078 Reviewed by: Michael Cash, CFM Date: July 25, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: -16th t A kA • { t CkeA 1 an agent of. 'DAM 0i tjQ&jC j &A I I VY Y'C S 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): application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: RVyAI it— N109/0P StateLicense Number: 1 Signature of License Holder: 'gt F'rdp &Z' STATE OF FLQRIDA COUNTY OF 11 AA AW, The foregoing inst ent 20t °, by to me or o who ha rod ct identification and who did ( Notary Seal) IAMMN IvPIN BAILEY o`'avP 4: Nolaiy Putilo }r,le k Florida comimsswn M GG 042385 My Comm. E Feb 24,2021 ies 0` Bonded A ougn National1Nolaiy Assn. Rev. 08.12) before me this d of , P who is ersonally nown Notary Public - State ofL Commission No. My Commission Expires: AR Application for Paved Driveway, Sidewalk or 2 wll Walkway Including Right -of -Way Use & R7- Landscaping in Righ#-of-Way waw.eanforan.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.6140 Fax:407.888.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approv6d as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feel of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city rghl-of-way. It does not approve any work within any other , jurisdiction's right-of-way. All requested information below as well as a current survey. site plan or plat clearly Identifying the Donen hpelaW, size and location of the existing rlghF-of-way and use shall be provided or application could be delayed. CaUtere»raags 1. Project Location/Address: a%%4 4 Eft pgG Urc t-e Sa of rrct Rl a 22L-1- _ 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Z)E: Completion Date 1 Emergency Repairs 4. Brief Description of Work: This application is su Pmperiya"'rol- f - l,"A Date: Maintenance RosponsiblUNosAndemnification The Requestor, and his succeesore and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement This shall include maintenanco of the Improvement and unpaved portion of rlght-ofmvay adjacent thereto. Requester may, with written City authorization, remove said Installationfimprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, ullliGes, stormwater facilities, or any general maintenance activIties by the City becomes in conflict wllh the above permitted activity, the parnittee shall remove, relocate andfor repair as necessary at no cost to the City of Hanford Insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the Improvement and area In eccordence with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestors expenso and. If necessary, file alien on the Requeetor's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, Indemnify, and hold harmless the City, Its oouncllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (dllreot, Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeaQ, resulting In any fashion from or arising directly or indirectly out of or connected with the use of the Cly's right-cf way. I have npd and and 9giangthe above statement and by signing this application I agree to its terms. This permit shall be posted on the cite during construction. Please call 407.608.6000 24 hours in advance to schedule a pro -pour Inspection, Pre -pour Inspection by: Date: Application No: Reviewed: Official Use Only Fee: Public Works Utilities Approved: Engineering KAAXk7aL-- Site Inspected by: Special Permit Conditions: Date: Dote: Date: Dale: Date: Nommoef me ROW the Dnvway.ps REQUEST FOR TUG & PRE' POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberly, Longwood, Oviedo, Seaford, Seminole County, Winter Springs Date: Project Name:_?-AdAa n t%A4e Project Address: A4(4 _tom :Lit_ Building Permit A Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application Is valid only for one -and two-famlly dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If theJurisdiction hereaRerfinds that the thoUlty 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 9truoture shaU be weather tight and secure. The electrical wiring In the area designated for pre -power shall be complete and In safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, If electrical panels are In ao area that cannot be locked by doors, the panels shall be equipped with a loo)dng mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum, of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG opprovid is for service and ontslde GFCI outlets only. 9. Check with the local jurisdiction for fees associated vilth tugs. Ud Dt y a-e Print Name of 0 aer/Tenant PAwl'Z gna o Owner/Tenant JURISDICTION EMPLOYEE NAME: RMSDICTION: Print N me of Ge Contractor Signet of Gen. ontractor CC -15'l C3q I Gen. Contractor License # MmA5 Le' n"6 Print Name of Contractor 4iatur:of E1. Contractor i5Cr»n,QC49c El.. Contractor License CALLED INTO: c Progress Energy o Florida Power and Light on / 1 Rev.02/10/1S) REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 17-2078 Address: 2844 Gipper Circle BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final R 1 rMin Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final VECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. Lot22ReaganPointe7511 BGLSW Builder Name: David Weekley Homes BUf O,L Street: 2844 Gipper Circle City, Stale, Zip: Sanford FL 32773 Permit Office: _ 78PermitNumber: 1 C HF ROwner: Jurisdiction: f9Jonn- bq SW n' c O Design Location: FL, Sanford County:: Seminole (Florida Climate Zone R IE 1. New construction or existing New (From Plans) 9. Wall Types(2883.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a Frame -Wood, Exterior R=19.0 1422.00 ftz b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft' 3. Number of units, if multiple family 1 c Frame -Wood, Adjacent R=13.0 360.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1425.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1365.00 ft° 6. Conditioned floor area above grade (ft') 2178 b. Knee Wall (Vented) R=19.0 60.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(335.2 sgft.) Description Area a. Sup: Attic, Rot: Attic, AH: 2nd Floor 6 435.6 a. U-Factor: Dbl, U=0.34 239.17 ft' SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 96.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.025 ft. Area Weighted Average SHGC: 0.337 14. Hot water systems a. Electric Cap- 40 gallons8. Floor Types (2178.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 897.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 814.00 fl' None c. other (see details) R= 467.00 W 15. Credits Pstat Glass/Floor Area: 0.154 Total Proposed Modified Loads: 68.95 PASSTotalBaselineLoads: 72.11 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: l.t DATE: ns 07 7017 I hereby certify that this building, as designed, is in compliance with the Florida Energy Codes OWNER/AGENT; DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. 114E S 4 COO NrE - BUILDING OFFICIAL: DATE: S? - 1 !7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 On for whole house. 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot22ReaganPoinle7511BGL Bedrooms: 3 Address Type: Street Address Building Type- User Conditioned Area: 2178 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2844 Gipper Circle Permit Office: Cross Ventilation: No County Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2178 19871.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 897 8342.1 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1281 11529 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___ ____ 369 ft= 19 0.05 0 0.95 2 Floor Over Other Space 2nd Floor ____ ___ 814 fN 0 0.35 0 0.65 3 Raised Floor 2nd Floor ____ ___ 98 ft' 19 0 0 1 4 Slab -On -Grade Edge Insulalio 1st Floor 117.9 ft 0 897 ft' 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2436 ft= 546 ft' Medium 0.85 No 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2178 fN N N 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1365 fl' 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 60 ft' 0.11 Wood WALLS Adjacent 10 Mall IYPP0SpaceCavityWidthHeightSheathingFramingSolar Below 1 NW Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 7 28 6 9 4 266.0 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul 1st Floor 7 10 6 9 4 98.0 ft' 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 7 40 0 9 4 373.3 ft' 0 0 0.6 0 7 NE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul 1st Floor 7 15 0 9 4 140.0 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 7 9 4 360.1 ft' 0 0.23 0.3 0 10 SE Exterior Concrete Block - Int Insul 1st Floor 7 9 0 9 4 84.0 ft' 0 0 0.6 0 11 NE Exterior Concrete Block - Int Insul 1st Floor 7 15 0 9 4 140.0 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NW 2 Vinyl Low-E Double Yes 0.34 0.3 25.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds None 2 SW 3 Vinyl Low-E Double Yes 0.34 0.3 8.0 fi' 1 ft 4 in 3 ft 6 in Drapes/blinds None 3 SW 3 Vinyl Low-E Double Yes 0.34 03 15.5 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 5 SE 5 Vinyl Low-E Double Yes 0.34 0.3 45.0 ft' 1 ft 4 in 1 ft 0 in None None 6 SE 10 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 0 ft 1 in None None 7 SE 6 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 11 ft 0 in None None 8 NE 7 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 1 ft0 in None None 9 NE 7 Vinyl Low-E Double Yes 0.34 0.3 46.5 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 10 NE 8 Vinyl Low-E Double Yes 0.34 03 25 0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 11 SE 10 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 15 ft 4 in 1 ft 0 in None None 12 NE 11 Vinyl Low-E Double Yes 0.55 0.43 96.0 ft' 8 ft 0 in 1 ft 0 in None None 6/ 7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 399 ft' 399 W 40 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1655.9 90.91 170.97 .2605 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply -- Location R-Value Area Return -- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heal Cool 1 Attic 6 435.6 ft Attic 108.9 ft Proposed Qn 2nd Floor -- cfm 130 7 cfm 0.06 0.50 1 1 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Heating Jan f j,Feb Feb Mar XMaApr Apr I I Ma May Junrl Jun JulIXI Jul r Au I Au rl Se Sep W Oct Oct Nov NovH jj ]]Dec C] Dec Ventin Jan j ] Febll X Mar X) A r May Jun Jul Aug Se Oct Nov j) Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.43 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2844 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1422.00 fl' b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft' 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1365.00 ft' 2178 b. Knee Wall (Vented) R=19.0 60.00 ft' Area c. N/A R= ft' 239.17 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 435.6 96.00 ft' 12. Cooling systems kBlu/hr Efficiency ft' a. Central Unit 40.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= n' 13. Heating systems a. Electric Heat Pump 5.025 ft. 0.337 Area 14. Hot water systems 897.00 ft' a. Electric 814.00 ft' b. Conservation features 467.00 ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: - Address of New Home: _2%W!1 E7),y>,w C.tYrCity/FL Zip: ,n F(, 3W9_ 3kBtu/ hr Efficiency 41. 0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat O, 11HESTgIVrcto wE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report KFOM-'MCGKM NM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831.2665 Fax, 407.333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes Design Conditions Outdoor design DB: 93.0°F Sensible gain: 28141 Btuh Outdoor design WB: 75.2°F Latent gain: 3943 Btuh Indoor design DB: 75.0°F Total gain: 32084 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 28741 Btuh 102% of load Latent capacity: 7707 Btuh 195% of load Total capacity: 36448 Btuh 114% of load SHR: 79% Design Conditions Outdoor design DB: 40.9°F Heat loss: 25195 Btuh Indoor design DB: 70.0°F Job: Lot 22 Reagan Pointe 75... Date: 12/3012016 By: FJF Entering coil DB: 76. 8°F Entering coil WB: 63. 4°F Entering coil DB: 69. 3°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+ FB4CNP042L Actual airflow: 1333 cfm Output capacity: 36956 Btuh 147% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets are all requirements of ACCA Manual S. 2017-Jun-07 10: 31.46 wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 AC +CA 122ReaganPointe7511B%Lot22ReaganPointe7511B. rup Calc = MJ8 House faces: SW 1 DEL -AIR Component Constructions BUM- amCarmtMano Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 22Reagan Pointe 75... Date: 12/30/2016 By: FJF Project• 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: 29ON 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 (F) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain K BWh/W--'F fF-'FIBWh BWh4N BWh BWhIR' BWh Walls 12E- Osw: Frm wall, stucco ext, r-19 cav ins, 112" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 13A- 3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16B- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C- Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud ne 215 0,068 19.0 1.98 425 1.49 321 se 396 0.068 19.0 1.98 784 1.49 591 sw 231 0.068 19.0 1.98 457 1.49 344 nw 441 0.068 19.0 198 873 1.49 658 all 1283 0.068 19.0 1.98 2538 1.49 1914 ne 159 0.167 3.0 4.86 771 3.31 526 se 428 0.167 3.0 4.86 2079 3.31 1418 sw 74 0.167 3.0 4.86 359 3.31 245 nw 241 0.167 30 4.86 1170 3.31 798 all 901 0.167 3.0 4.86 4380 3.31 2987 ne 15 0.049 19.0 1.43 22 2.67 41 se 15 0.049 19.0 1.43 21 2.67 39 sw 15 0.049 19.0 1.43 22 2.67 41 nw 15 0,049 19.0 1.43 21 2.67 39 all 60 0.049 19.0 1.43 86 2.67 160 342 0.091 13.0 2.65 906 1.47 503 Windows 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft ne overhang ( 5.2 ft window ht, 1 ft sep.); 6 67 ft head ht sw all 2A- 2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 4.2 it window ht, 1 it sep.); 6.67 it head ht 2A- 2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" ne gap, 1/8" thk; NFRC rated (SHGC=0.43); 8 it overhang (8 R window ht, 1 It sep.); 6.67 it head ht 8 0.340 0 9.89 79 26.5 212 31 0.340 0 9.89 309 22.5 701 16 0.340 0 9.89 159 22.5 360 16 0.340 0 9.89 154 20.3 317 63 0.340 0 9.89 622 21.9 1378 25 0.340 0 9.89 249 22.5 566 96 0.550 0 16.0 1536 39.1 3756 wri htsotft' 2017-Jun-0710:31:46 y 9 Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 ACCA... t22ReaganPointe7511B\Lot22ReaganPointe7511B.rup Calc = MJB House laces. SW 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 45 0.340 0 9.89 445 23.6 1064 1/8" thk; NFRC rated (SHGC=0.30), 1.33 ft overhang (5 ft window hi, 1 ft sep.): 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 21 0.340 0 9.89 211 8.67 185 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1 ft sep.): 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 8 0.340 0 9.89 79 27.1 217 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 11 ft sep.); 6 67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 8 0.340 0 9.89 79 23.2 185 1/8" thk; NFRC rated (SHGC=0.30); 509/6 drapes, medium; 1.33 ft overhang (4 ft window ht, 3.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 23.2 362 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (5.2 ft window hl, 4 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, nw, 25 0.340 0 9.89 249 22.5 566 118" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 ft overhang (4.2 It window ht, 11 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 24 0.390 0 11.3 272 12.1 291 n 17 0.390 0 11.3 196 12.1 210 all 41 0.390 0 11.3 469 12.1 500 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2' 1365 0.026 38.0 0.76 1032 1.42 1935 gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 98 0.050 19.0 1.45 143 0.73 71 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 369 0.050 19.0 1.45 537 0.73 269 22A-tpl: Bg floor, light dry soil, on grade depth 118 0,989 0 28.8 3394 0 0 2017-Jun-07 10:31 46 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24010 Page 2 ACAZ;k ...122ReaganPoinle7511B%Lol22ReaganPom1e7511B.rup Calc = MJ8 House faces: SW 1 DEL -AIR Pro ect Summary Job: Lot 01 Reagan Pointe 75... Date: 12/32016 NEM`W • AM CGIGIF 1UpN0 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 For: David Weekley Homes Notes: LS by CA on 06.07.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 21697 Btuh Ducts 3498 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25195 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolin Area (ftZ) 2178 21 Volume (ft') 20653 20653 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 141 72 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 AHRI ref 9162578 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 22409 Btuh Ducts 5732 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 28141 Btuh Latent Cooling Equipment Load Sizing Structure 2899 Btuh Ducts 1044 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3943 Btuh Equipment Total Load (Sen+Lat) 32084 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 29 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24010 2017-Jun-07 10:31:46 Page 1 122ReaganPoinie7511B\Lot22ReaganPointe7511B.rup Calc = MJ6 House laces: SW DEL -AIR NWM - M emnrr000 Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot 22 Reagan Pointe TS11 B... Date: 12(30/2016 By: FJF 1 Room name Entire House Dining/Kitchen 2 Exposed wall 275.9 it 78.4 it 3 Room height 9.1 ft 9.3 ft heaUcool 4 Room dimensions 1.0 x 612.6 ft 5 Room area 2261.9 ft' 612.6 ft' Ty Construction U-value Or HTM Area (it) Load Area (ft") Load number Btuh/ft?'F) Btuhlft') or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 270 215 425 321 0 0 0 0 iG 2A-2ov 0.340 no 9.89 26.51 8 0 79 212 0 0 0 0 IL--_GG 2A-2ov 0 340 no 9.89 22.45 31 0 309 701 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 16 0 159 360 0 0 0 0 11 13A-3ocs 0.167 no 4.86 331 280 159 771 526 149 124 603 411 2A-2ov 0.340 no 9.89 22.45 25 0 249 566 25 0 249 566 2A-2ovd 0.550 ne 16.00 39.13 96 0 1536 3756 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2.67 15 15 22 41 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 441 396 784 591 0 0 0 0 rG 2B-21v 0.340 se 9.89 23.63 45 11 445 1064 0 0 0 0 0,167 se 4.86 3.31 457 428 2079 1418 219 198 962 656It13A3ocs10C-v 0.340 se 9.89 8.67 21 21 211 185 21 21 211 185 2B-21v 0.340 se 989 27.08 8 0 79 217 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 15 15 21 39 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 270 231 457 344 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 8 0 79 185 0 0 0 0 2A-2ov 0.340 sw 9.89 20.34 16 4 154 317 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 98 74 359 245 98 74 359 245L_D 11DO 0.390 sw 11.35 12.11 24 24 272 291 24 24 272 291 W 16B-19ad 0.049 sw 1.43 2.67 15 15 22 41 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 441 441 873 658 0 0 0 0 W 13A3ocs 0.167 nw 486 3.31 266 241 1170 798 266 241 1170 798 L--C 2A-2ov 0.340 nw 9.89 22.45 25 0 249 566 25 0 249 566 W 16B-19ad 0.049 nw 1.43 Z67 15 15 21 39 0 0 0 0 R 12C-0sw 0.091 2.65 1.47 360 342 906 503 360 342 906 503 P--D 11D0 0.390 n 11.35 12.11 17 17 196 210 17 17 196 210 C 16B38ad 0.026 0.76 1.42 1365 1365 1032 1935 0 0 0 0 F 20P-19t 0.D50 1.45 0.73 98 98 143 71 0 0 0 0 F 2DP-191 0.050 1.45 0.73 369 369 537 269 0 0 0 0 F 22A4p1 0.989 28.78 0.00 897 118 3394 0 613 78 2257 0 6 c) AED excursion 0 240 Envelope loss/gain 17189 16830 7436 4191 12 a) Infiltration 4508 1428 1278 405 b Room ventilation 0 0 0 0 13 Internal gains: Occupants aQ 230 5 1150 1 230 Appliances/other 3000 120D Subtotal (lines 6 to 13) 21697 22409 8714 6026 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21697 22409 8714 6026 15 Duct loads 16% 26% 3498 5732 10% 10% 871 603 Total room load 25195 28141 9585 6628 Air required (cfm) 1333 1333 1 1 507 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighltsoft 2017-Jun-07 10.31:46 4C A RightSuile® Universal 2017 17.0 23 RSU24010 page 1 122ReaganPointe75llB%Lol22ReaganPornle7511B rup Calc = MJ8 House faces: SW 2DEL-AIR suffm - YI CBMOOO Right- M Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web. WWW DEL-AIR.COM Job- Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 2 Room name Exposed wall Powder 8. 5 ft Utility 22. 0 ft 3 Room height 9.3 R heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 4. 5 x 8.5 it 38. 3 fl' 10 x 70.0 ft 70. 0 ft' Ty Construction U-value Or HTM Area (ft!) Load Area (ftj Load number BtuWtt'-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 no 1.98 1.49 0 0 0 0 0 0 0 0 G GG 2A- 2ov 2A- 2ov ZA- 20v 0. 340 0. 340 0. 340 no ne no 9. 89 9. 89 9. 89 26. 51 22. 45 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11-J- W Il-__ GG 11 13A-3ocs 2A- 2ov 2A- 2ovd 0. 167 0. 340 0. 550 no no no 4. 86 9. 89 16. 00 3. 31 22. 45 39. 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 16B- 19ad 12E- 0sw 0. 049 0. 068 ne se 1. 43 1. 98 2. 67 1. 49 0 0 0 0 0 0 0 0 0 68 0 68 0 134 0 101 L- r. 2B-2fv 13A3ocs 0. 340 0. 167 0. 340 se se se 9. 89 4. 86 989 23. 63 3. 31 8. 67 0 79 0 0 79 0 0 385 0 0 263 0 0 0 0 0 0 0 0 0 0 0 0 0 W LS10C- v W W 2B- 2fv 1613- 19ad 12E- 0sw 0. 340 0. 049 0. 068 se se sw 9. 89 1. 43 1. 98 27. 08 2. 67 1. 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 87 0 0 171 0 0 129 Li ZA-2ov 2A- 2ov 0. 340 0. 340 sw sw 9. 89 9. 89 23. 18 20. 34 0 0 0 0 0 0 0 0 8 0 0 0 79 0 185 0 2A- 2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W L_ D 13A- 3ocs 11DO 0. 167 0. 390 sw sw 4. 86 11. 35 3. 31 12. 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W 1613- 19ad 12E- 0sw 13A3ocs 0. D49 0. 068 0. 167 sw nw nw 1. 43 1. 90 4. 86 2. 67 1. 49 3. 31 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 36 0 0 71 0 0 54 0 L- j.- W 2A- 2ov 16B- 19ad 0. 340 0. 049 nw rrw 9. 89 1. 43 22. 45 2. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L- D C 12C- 0sw 11DO 161338ad 0. 091 0. 390 0. 026 n 2. 65 11. 35 0. 76 1. 47 12. 11 1. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 0 53 0 0 99 F 2DP-191 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 0 0 F 22A4pl 0.989 28.78 O.DD 38 9 245 0 0 0 0 0 61 c) AED excursion 1-151 130 Envelope loss/gain 630 248 508 598 12 a) Infiltration b Room ventilation 138 0 44 0 346 0 109 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 768 2921 854 1308 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 768 292 854 130E 15 Duct loads 10% look 77 29 26% 42% 222 549 Total room load 845 321 1076 1857 Air required (cfm) 45 15 57 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2017-Jun-0710:31:46 AM9 Right -Suite® Universal 2017 17.0.23 RSU24010 Page 2 122ReaganPointe7511B\ Lot22ReaganPointe7511B.rup Calc = MJ8 House laces: SW DEL -AIR NUUM - a mmmno Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 Room name Bdnn 2 Bdrm 3 2 Exposed wall 11.0 it 22.5 it 3 Room height 9.0 ft heal/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 14.0 it 110 x 11.5 ft 5 Room area 154.0 It' 126.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (fit) Load number BtuWfl'--•F) St it,) or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 no 1.98 1.49 0 0 0 0 0 0 0 0 2A-20v 0.340 ne 9.89 2651 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 no 4.86 3.31 0 0 0 0 0 0 0 0 l 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 ZA-2ovd 0.550 ne 18.00 39.13 0 0 0 0 0 0 0 0G W 16B-19ad 0.049 no 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0L-G. 2B-2fv 0.340 se 9.89 23.63 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 Ls10C-v 0.340 se 9.89 8.67 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 77 61 121 91 99 83 165 124 ZA-2ov 0.340 sw 9.89 2318 0 0 0 0 0 0 0 0 ZA-2ov 0.340 sw 9.89 20.34 0 0 0 0 16 4 154 317 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 W D 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 01 0 0 0 W 16B-19W 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 23 23 45 34 104 104 2D5 154 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 LC 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 T-D 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 154 154 117 218 127 127 96 179 F 2DP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2DP-191 0.050 1.45 0.73 119 119 173 87 127 127 184 92 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 128 105 Envelope losstgain 609 919 8D4 973 12 a) Infiltration 173 55 353 112 b Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 782 974 1157 1085 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 782 974 1157 1085 15 Duct loads 26% 42% 203 409 26% 42% 301 456 Total room load 985 1383 14581 1541 Air required (cfm) 52 66 771 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4Ct. -'id- wrighttsoM Right -Suds® Universal 2017 17.0.23 RSU24010 2017-Jun-07 t0: age 3 122ReaganPointe7511B\Lo122ReaganPointe7511B.rup Cale = MJ8 House laces SW P 2 QEL-AIR Right-JO Worksheet EWM- "ter°"'a Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333.3853 Web. WWW.DEL-AIR.COM Job: Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 Room name Bdrrn 3 WIC Bthnn 2 2 Exposed wall 4.0 ft 5.0 ft 3 Room height 9.0 ft heat/codl 9.0 ft heat/cod 4 Room dimensions 5.5 x 40 ft 110 x 5.0 ft 5 Room area 22.0 ft' 55.0 ft? Ty Construction U-value Or HTM Area (ftt)l Load Area (I'll Load number Bluh/ft?'F) BtuNft) or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cod Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 no 198 1.49 0 0 0 0 0 0 0 0 4-G 2A-2ov 2A-2ov 0.340 0.340 no no 9.89 9.89 26.51 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IL--_GG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W11 13A-3ocs 2A-2ov 2A-2ovd 0.167 0.340 0.550 no no ne 4.86 9.89 16.00 3.31 2245 39.13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 1613-19ad 12E-0sw 0.049 0.068 ne se 1.43 1.98 2.67 1.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--C W 2B-2ry 13A-3ocs 10C-v 0.340 0.167 0.340 se se se 9.89 4.86 9.89 23.63 3.31 8.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W W 2B-2(v 16B-19ad 12E-0sw 0.340 0.049 0.068 se se sw 9.89 1.43 1.98 27.08 2.67 1.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 23.18 20.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II-----GG W r D 2A-2ov 13A-3ocs 11DO 0,340 0.167 0.390 sw sw sw 9.89 4.86 11.35 23.18 331 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W 16B-19ad 12E-0sw 13A-3ocs 0.049 0.068 0.167 sw nw, rnv 1.43 1.98 4.86 2.67 1.49 3.31 0 36 0 0 36 0 0 71 0 0 54 0 0 45 0 0 45 0 0 89 0 0 67 0 L--G 2A-2ov 16121-19ad 0.340 0.049 nw nw 9.89 1.43 22.45 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W f 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 C 11 DO 16B-WW 0 390 0.026 n 11.35 0.76 12.11 1.42 0 22 0 22 0 17 0 31 0 55 0 55 0 42 0 78 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 22 22 32 16 28 28 40 20 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 9 Envelope loss/gain 120 95 171 156 12 a) Infiltration 63 20 79 25 b Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 183 115 249 181 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 183 115 249 181 15 Duct loads 26% 42% 48 48 26% 42% 65 76 Total room load 230 163 314 257 Air required (cfm) 12 8 17 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-0710:31:46 AC. Right -Suite® Universal 2017 17.0.23 RSU24010 Page 4 122ReaganPointe7511BkLol22ReaganPomte7511B.rup Calc = MJ8 House faces, SW 2 DEL -AIR su nro - m r rooro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone, 407.831-2665 Fax: 407-333-3853 Web- WWW.DEL-AIR.COM Job: Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 Room name Mstr WIC Mslr Bthnn 2 Exposed wall 9.5 It 20.0 it 3 Room height 9.0 It heat/cool 9.0 It heWcool 4 5 Room dimensions Room area 1.0 x 118.5 it 118.5 ft' 1.0 x 140.5 ft 140.5 ft' Ty Construction U-value Or HTM Area (W) Load Area (ftl Load number Btuh/ft?- F) Btuh/ft') or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12E-0sw 0.068 no 1.98 1.49 0 0 0 0 68 60 118 89 2A-2ov 2A-2ov 2A-2ov 0.340 0.340 0.340 ne no no 9.89 9.89 9.89 26.51 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 79 0 0 212 0 0 I--u IL-_-GG WI11 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 2A-2ovd 0.340 0.550 ne no 9.89 1600 22.45 39.13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 I-G W W 16B-19ad 12E-0sw 0.049 0.068 no se 1.43 1.98 2.67 1.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LG 2B-2fv 13A-3ocs 1pGv 0.340 0.167 0.340 se se se 9.89 4.86 9.89 23.63 3.31 8.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I-GG W W 2B-2fv 16B-19ad 12E-0sw 0.340 0.049 0.068 se se sw 9.89 1.43 1.98 27.08 2.67 1.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 23.18 20.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 989 23.18 0 0 0 0 0 0 0 0 W rD 13A3ocs 11DO 0.167 0.390 sw sw 4.86 11.35 3.31 izill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W 16B-19ad 12E-0sw 13A3ocs 0.049 0.068 0.167 sw nw nw 1.43 1.98 4.86 2.67 1.49 3.31 0 86 0 0 86 0 0 169 0 0 128 0 0 113 0 0 113 0 0 223 0 0 168 0 L--- G W 2A-2ov 168-19ad 0.340 0.049 nw nw 9.89 1.43 22.45 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 D C 11D0 16838W 0.390 0.026 n 11.35 0.76 12.11 1.42 0 119 0 119 0 90 0 168 0 141 0 141 0 106 0 199 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A4pl 0.989 2878 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 37 Envelope loss/gain 259 279 526 631 12 a) Infiltration 149 47 314 100 b Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 408 327 840 731 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 408 327 840 731 15 Duct loads 26% 42% 106 137 260/0 42% 218 307 Total mom bad 514 464 1058 1038 Air required (cfm) 27 22 56 49 Calculations approved by ACCA to meet allCalculationsapprovedbytomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. wrightsoft 2017-Jun-07 10 31.46 Right -Suite® Universal 2017 17.0.23 RSU24010 Pape 5 122ReaganPointe7511B%Lot22ReaganPoinle7511B.rup Catc = MJ8 House faces: SW DEL -AIR RDINe • ANC Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665 Fax- 407.333-3853 Web: WWW.DEL-AIR COM Job: Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 Room name Mstr WC Mstr Bdrm 2 Exposed wall 5.5 ft 36.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.5 x 4.0 ft 17.0 x 19.5 ft 5 Room area 22.0 ft' 331.5 ft' Ty Construction U-value Or HTM Area (W) Load Area (ftj Load number BtuWfN--'F) Bluh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.065 ne 1.98 1.49 50 50 98 74 153 106 209 158 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0 340 no 9.89 22.45 0 0 0 0 31 0 309 701 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 16 0 159 360 11 W 13A-3ocs 0.167 no 4.86 3.31 0 0 0 0 0 0 0 0 L2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 l_G 2A-2ovd 0.550 no 16.00 39.13 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 no 1.43 Z67 0 0 0 0 15 15 22 41 W LC 12E-0sw 213-21v 0.068 se 1.98 1.49 0 0 0 0 176 176 347 262 W 13A3ocs 0.340 0.167 se se 9.89 4.66 23.63 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.340 se 9.89 8.67 0 0 0 0 0 0 0 0Ls10C-v 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 15 15 21 39 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 0 0 0 0 2A-20v 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 L-D 11DO 0.390 sw 1135 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 15 15 22 41 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 rrw 4.86 3.31 0 0 0 0 0 0 0 0 L__G 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 15 15 21 39 L-D 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 161338ad 0.026 0.76 1.42 22 22 17 31 332 332 251 470 F 20P-19t 0.050 1.45 0.73 0 0 0 0 98 98 143 71 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-lpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 76 Envelope loss/gain 115 99 1503 2106 12 a) Infiltration 86 27 678 215 b Room ventilation 0 0 0 0 13 1ntemal gains: Occupants Q 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 201 126 2181 3151 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 201 126 2181 3151 15 Duct loads 26% 42% 52 53 26"/6 42% 567 1323 Total room load 253 179 2748 4475 Air rooluired (cfm) 13 8 145 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htbswft' 2017-Jun-0710.31:469Right -Suite® Universal 2017 17.0.23 RSU24p10 Page 6 122ReaganPointe7511B\Lot22ReaganPointe75118.rup Colo = MJ8 House faces: SW DEL -AIR emno.mCON"I m Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.831.2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot 22 Reagan Pointe 7511 B... Date: 12/30/2016 By: FJF 1 Room name Loft/Stairs Family 2 Exposed wall 220 R 31.0 it 3 Room height 9.0 R heaUcool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 324.5 R 324.5 R' 14.5 x 17.0 R 246.5 R' Ty Construction U-value Or HTM Area (RR) Load Area 012) Load number Btuh/R?'F) 81uh/R0) or perimeter (it) Btuh) or perimeter (it) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 no 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 ne no 9.89 9.89 26.51 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 1W1 ^ 11 13A3ocs 2A-2ov 2A-2ovd 0.167 0.340 0.550 no no no 4.86 8.89 16.00 3.31 22.45 39.13 0 0 0 0 0 0 0 0 0 0 0 0 131 0 96 35 0 0 168 0 1536 115 0 37561 L_G W W 1613-19ad 12E-0sw 0.049 0.068 no se 1.43 1.98 2.67 1.49 0 198 0 153 0 303 0 228 0 0 0 0 0 0 0 0 L-G 2B-2fv 13A-3ocs 10C-v 0.340 0.167 0.340 se se se 9.89 4.86 9.89 23.63 3.31 8.67 45 0 0 11 0 0 445 0 0 1064 0 0 0 159 0 0 151 0 0 732 0 0 499 0 W LGt W W 213-21v 1613-19ad 12E-0sw 0.340 0.049 0.068 se se sw 9.89 1.43 1.98 27.08 2.67 1.49 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 79 0 0 217 0 0 2A-2ov ZA-Zov 0.340 0.340 sw sw 9.89 9.89 23.18 20.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, 2A-2ov 13A.3ocs 11DO 0.340 0 167 0.390 sw sw sw 9.89 4.86 11.35 23.18 3.31 12,11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 W W W 1613-19ad 12E-0sw 13A-3ocs 0.049 0,068 0.167 sw nw nw 1.43 1.98 4.86 2,67 1.49 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G W ZA-20v 16B-19ad 0,340 0.049 nw nw 9.89 1.43 22.45 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 C 11DO 161338ad 0.390 0.026 n 11.35 0.76 12.11 1.42 0 325 0 325 0 246 0 460 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2012-19t 0.050 1.45 0.73 74 74 108 54 0 0 0 0 F 22A4pl 0.989 28.78 0.00 0 0 0 0 247 31 892 0 6 c) AED excursion 400 260 Envelope loss/gain 1101 2207 3408 4327 12 a) Infiltration 346 109 505 160 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 Appliances/other 600 0 Subtotal (lines 6 to 13) 1447 2916 3913 5177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1447 2916 3913 5177 15 Duct loads 260/9 42% 376 1224 10% 100/0 391 518 Total room load 1823 4141 4304 5695 Air required (cfm) 96 1% 228 270 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htss4aft 2017-Jun-0710:31:46 AC 1. 9 Righl-Suite® Universal 2017 17.0.23 RSU24010 page 7 122ReaganPornte75118\Lot22ReaganPorn1e7511B.rup Calc = MJB House faces: SW jDEL-AIR Duct System Summary Job: Lot 22Reagan Pointe 75... Date: 12/ 30/2016 INITM-MwC0N° mg"Na 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 Project Information For: David Weekley Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 1333 cfm Cooling 0. 40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.214 in/100ft 1333 cfm 159 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln ( ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1383 52 66 0.244 6.0 Ox 0 VIFx 24.2 115.0 st4 Bdrm 3 h 1458 77 73 0.236 6.0 Ox 0 VIFx 29.1 115.0 st4 Bdrm 3 WIC h 230 12 8 0.234 4.0 Ox 0 VIFx 30.0 115.0 st4 Bthrm 2 h 314 17 12 0.281 4.0 Ox 0 VIFx 21.0 100.0 st3 Dining/Kitchen h 4793 254 157 0.235 9.0 Ox 0 VIFx 35.0 110.0 st2 DininglKitchen-A h 4793 254 157 0.241 9.0 Ox 0 VIFx 31.3 110.0 st2 Family c 2847 114 135 0.228 7.0 Ox 0 VIFx 39.0 110.0 st2 Family -A c 2847 114 135 0,231 7.0 Ox0 VIFx 37.1 110.0 st2 Lott/Stairs c 4141 96 196 0.308 8.0 Ox 0 VIFx 10.6 100.0 st3 Mstr Bdrm c 4475 145 212 0.289 8.0 Ox 0 VIFx 17.6 100.0 st3 Mstr Bthrm h 1058 56 49 0.273 5.0 Ox 0 VIFx 24.4 100.0 st3 Mstr WC h 253 13 8 0.267 4.0 Ox 0 VIFx 27.1 100.0 st3 Mstr WIC h 514 27 22 0.283 4.0 Ox 0 VIFx 20.0 100.0 st3 Powder h 845 45 15 0,214 4.0 Ox 0 VIFx 48.6 110.0 st2 Utility c 1857 57 88 0,224 6.0 Ox 0 VIFx 36.5 115.0 st4 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 1333 1333 0.214 754 18.0 0 x 0 VinlFlx st2 Peak AVF 780 599 0.214 558 16.0 0 x 0 VinlFlx SO st4 Peak AVF 198 234 0.224 671 8.0 0 x 0 VinlFlx st3 st3 Peak AVF 553 734 0.224 687 14.0 0 x 0 VinlFlx st1 2017-Jun- 07 10 31:47 wrightSOM Right - Suite® Universal 2017 17.0.23 RSU24010 Page 1 AWK...122ReaganPointe7511B% Lot22ReaganPom1e7511B.rup Calc = MJ8 House faces: SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightSOft• RightSuile® Universal 2017 17.0.23 RSU24010 122ReaganPointe7511B%Lot22ReaganPointe7511B.rup Calc = MJ8 House laces: SW 2017-Jun-07 10:31:47 Page 2 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole uilding Performance and Prescriptive Methods ADDRESS: 2844 Gipper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest 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, backdrafl 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 heal recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the lime 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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 heal pump compressor can meet the heating load. 13 R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 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 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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 1401F (381C to 60'C). R403.4.4.1.2 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. 0 R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, 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. 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing 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. 2. A variable capacity system sized for optimum performance during base load periods is utilized. p R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt 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 557, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. D R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15 The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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 heal pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Healers, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficenl space, R-10 is allowed. 6/7/2017 10:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot22ReaganPointe7511 BGLSW Builder Name: David Weekley Homes Street: 2844 Gipper Circle Permit Office: City, Stale, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/7/2017 10:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot22ReaganPointe7511 BGLSW Builder Name: David Weekley Homes Street: 2844 Gipper Circle Permit Office: City, State, Zip. Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: O'j 111E STgTF i ticoD v 6/7/2017 10:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 I i a g I i I I Y e I I 0 a Must have a minimum clearance of 4. Inches around the air Transfer ducts/grllles sized In compliance with Florida Residentlat dlding Code - M1602 4 Balanced Return , exceptions 1-3. Wider must provide unres b is ed I inch undercut on doors to habitable rooms. 25 TDH V/81(w e2 0 1843 plen platform b bldr scale V8'=1 HOMEYVELL 2 g DAMPER SYSTEM ARDI6TZ ARDI4TZIINCPRD10 BATS C7735A 10(0 a 63= 000D MMIOWDA30 40va trans Y BUR MIN FR M WALL Io•o x•v r--- r-v r••ol¢ v Iv PAD pporasa a Lam{ wm r.r KITCHEN 4 O E O 1SS I 14x8 lecd « Iwwsao wuaoo 1 b 135 12x6 lecd Y•B 4-P yyy 7' 14x8 lwcd 15512" lecd u• ve 4v N ais 2 CAR GARAGE(ll 3' bath duct to roof cap w/ fan a Nutone 696RNB Y C11 4 4 Z , F u:noe,w:. — ENTRY 1I I wowc,+lrc uoan o 3 Is I r• v re•v wir i sow s• v I r••v I 42OORWMp7, f• f a• v rrrw• v FIRST FLOOR NOTE: ALL 1 ST FLR. CEILING HEIGHTS 9' - 4' UNLESS NOTED OTHERWISE per the State Energy co Lai N Z O_ N m Q U I I I III I I III o W W CLl IXQ I I I I o I I I I In Q1 E 0 Y3 N 0 Ql L-3Cl- 1,0 3 4 7Z3( U V J 4 d 6 A I- U Q 4 LL- Rating Z O N m W Z J Z o ili 3: Q H m Q 3 J O Z Q Qf mn-- J(no5 3' bath duct to roof cap w/fan Nutone 696RNB o ars T•ti O-W S•d• 3•Q S•Q wsd r.• ppa•esd IMF- Mori* 11 4 YAli u 4' OWNER' OWNER'S BA a 1 1 I RETREAT O •7 7•f V Io 60 gfp p J eggs r• a IIYf JOiRNYS " q, a H' 4x8 lecd I 210 I o j 6x4 le 4' Y 1 09 e'+'a- c Yo•, a-z I I4 10, OFT 1 d 2448 rag I I " mc ' L_ rn 9Ilecd 8•. 17 , a4' .s sr 1 N 1• t0 • 75 9• 1242 rog 1040 rag 2 ° 65 4' dryer duct 10x6 lwcd to roof cap e/dryer vent box pl b ia.vuc *-Oscs° r• A M 'I I 111101 ledd. I L—------------------ --# 9' YMRN, SOSOSA —r Or• .i I i I a d I'm r o I J601LL1 10s09d r• s-C r•e a s•, s- o•v I sees o•• w•a i i i- Transfer ducts/9KIes sized In compllance with Florida Residential VO4i Code - M1602.4 Balanced Return Alr, exceptions 1-1 &wilder must provide unrestricted 1 bxh undercut on doors to habitable rooms. 1 MN WSW 22 18x13 plen 4 ppintforn b Q bldr scale 4/8'=1' HpNEYVELL 2 ZINe DAMPER SYS ARM6TZ 9 n ARDI4TZ1a= CPRD10 BATS C7735A 10 0 iz fH6320u1000D 9Tm( 320=0011A 3o 40va trans SECOND FLOOR FIF 1 NOTE: ALL 2ND FLR. CEILING HEIGHTS 9' - O" UNLESS NOTED OTHERWISE Must d the alr handler per the State Energy All duct has an r=6 Insulation value. Z O m Q U I I I I I I I I O w w N IX I I I I Q t\ I I I I N Ql E 0 Y3c000) O Q! w a 3 4 d U 0) o 4 d 7 LL- d U7 fU N cj —) A I- U W 4 LL- Rating z r N m w > z C3 z o w J Q F- in Q 1 O = Q W mcLJ(nom P. FRc>agan's Pointe Lot 22 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 22, 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 WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/2812007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4= Proposed Elevation 2844 Gipper Circle = Proposed Top of Wall Elevation Sanford, FL 32771 ?i Proposed Bottom of Wall Elevation Area Calculations Total Lot Area= 3,189 sq ft (100%) Impervious Area= 1,800 sq R (56%) Pervious Area= 1,389 sq R (44%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan P.T. located on Lot 20 L1 N 34031'30" W 35.75'(P) L2 S 34a31'12" E 40.00' (P) L3 N 34031'30" W 71.71'(P) This is NOT a Boundary Survey Graphic Scale 10' 26 40' Scale: 1 "=20' 6/512D17 I Date Completed: 615/2017 Legend- C 9lpiatad PC -Point of CsdvaMa C centerline Pe, . Pepe CB conaWe &oat PI Point of Intersection cm Concrete Mordrred P.O.B.- Point of Beginning Cori Conroe P.O.L. - Point on line D Description PP . Power Pdo DE PRM • Permanenit Reference 6. nd EesepitedMOnYF. E.MA •Federal EmerperR.y PT -Point OI Tanperny Manegemant AgsnCY R - Re FFE Finished Floor Elevation Rait. - Radial Fnd. Found Rae - Reber a Cap M sesso. e0 sal - sal K- RAW a N8D Nall a Disk Netter Cep'LB 7BZf N. It Non -Redid Typ. • Typical ORB official Records Book UE - utility Easement P Plat wm - Water Meter P. B. Book Delta (coned Angle) PlotWoodForce0- - Mir, Link Fairs Lot 21 `Q1 y z7 V-, C 23 t . r 2844 GIPPER CIRCLE SANFORD, FLORIDA 32771 gP 1-7 - Zo-78 ZONING _ WITE 1 Z --I— Ok to construct single family home with setbacks and impervious area A. shown on plan. dC1W iy rb 0 9 O fi0 r, Lot22 °^ r •GQaa • ••.' esa y •o yea ............ 7 fr yea.::::1 ol d 3 s CO Lot 23 o\ •o. J A o° o' cl o C16 R= 80. 00'(P) L=4. 25'(P) 0=03a02' 36"(P) Chord Bearing= N 33* 00'11" W 4.25'(P) III NOTES- I therapy edmiY vier Into Boundary Survey or the Rome UdaOeseo Proporr, Survey Is Based upon the tegel DesOlptlon Supplied by Client. True and Correct b the Bent of my Knodetlpo end Seoul u recently Sieve Ab,ntbng Properties Deedshan NOT been Researched Ion Wps.0wrle1N and/or Hiatus under my Direction on the Date Shown. Based on Inlormellun furnished to SubJect to any Enements and/or Re>Wetions of Recoil ds Noted and Conform• to the Standards, of Praelloo for Lond Sum a" basis shown heron.bAssumed and Basedupon the UnaDerotN with o7e•. Tin Property Units A mil State o1 Florida tisaCer inrKO neRii Chapin SF77AS2 Florida MmbdsUetivO Codes. PUrsuant I Ives I Z 7 Florida Subnea. eullding an NOT d be used to reconstruct Fence Ownership is NOT dnermined p Roof"rhangs. Underground Utilities and/or Footers here NOT been located UNLESS Ai Tanks ari pianos by Septic TaMsenO/W tlrelnfiNdlacellonsana imele and MUST tat verined t,/(.////)nhev PnI I+. • :ELL n i a _ i. nYJ.. J Use of This Survey lot Purposes other then Intended. Without Written Verification. Win be Patrick K. Irelan totnoP 653T LB TOZ: si the User's Sale Rbk and Wltheut Usblllty to the Surveyor. Nothing Manson shell be This $yrvey is inter f0 use of Said Certirfed Parkes C-1r ed to gave ANY Rights or Benefits d An cone Othw,han then Cerillled ThIS SeM NOT VALID UN and Ef boned *0 Slmne Sod POINTS OF INTEREST - PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS F L)TILITYEASEMIreland &Associates Srve,g,1nc. Docusipnod W. 1301 S. International Parkway Suite 2001 EP • I LakeMary, Florida 32746 www.irelandsurvoying.com BOtfice407.678.3366 Fax-407.320.8165 RECORD COPY Residential Load Demand i General Method 2178 square feet X 3VA = 6534 VA Small appliance load = 3000 VA i Laundry = 1500 VA j total 11,034 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2812 VA i total 5812 VA Dryer 5000 VA Disposal 650 VA SANFORD Dishwasher 1200 VA FpgR,,` iRefrigerator720VA Water Heater 4500 VA 2 Q ? $ Range. 8000 VA # 1 7 Heat 8000 VA i Micro. 1200 VA total 35,082 VA - 240V= 146 amps= 150 amp service i Model 7511 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 I 1 i 1 - This document has been electronically RECORD COPY signed using a Digital Signature. Printed copies without an anginal signature must be verified using the original electronic version. Alpine, an ITW Company ,,r*"'"'""'••. 2400 Lake Orange Drive Suite 150 Orlando FL 3283( 27 hi. AFloridaEngineeringCenificaieofAuthorizationNumber: .•' '•. ? Florida Certificate of Product Approval # FL1999 \'EN• Page I of I Document ID:1 W20408-Z4427082021No.70861TrussFabricaior:ACCY-Span Truss Companylob Identification: 16848-/7511 - B (WBR Tray) -DAVID WEEKLY -- Lot 22 - B BBR Tra l4AXO -Truss Count: 46 IrrModel Code: Florida Building Code 5th Edition (2014)Truss Criteria: TPI-2007(STD) Es''•.....•w l \ t otEngineering Software: Alpine SOftware,Version 15.01. „gps VNA Structural Engineer of Record: The identity of the structural FOR did not exist as of'•rri^'ia"~" Address: the seal date per section 61G1S-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF ! 1.25 Duration Floor - 55.0 PSF 0 1.00 Duration Wind - 139 1PH ASCE 7-10 -Closed Notes. 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: 14015EC1-GBLLETIN-STRBRIBR-DEFLCABB-RIGINSRT-BRCLBSUB-14030EC1- Ref Description Drawin # Date 1 73975-401 17177AKA 06/26/17 2 73976--A01A 17177AK7 06/26/17 3 73977-402 17177AK3 06/26/17 4 73978-402A 17177AJN 06/26/17 5 73979--A03 17177AJY 06/26/17 6 73980-403A 17177AK6 06/26/17 7 73981-404 17177AJP 06/26/17 8 73982-404A 17177AK8 06/26/17 9 73983--AOS 17177AJO 06/26/17 10 73984--AOSA 17177AK9 06/26/17 11 73985-401 17177AJI 06/26/17 12 73986-402 17177AJG 06/26/17 13 73987--BO3 17177AJK 06/26/17 14 73988--001 17177AKB 06/26/17 15 73989--CO2 17177AJJ 06/26/17 16 73990-401 17178009 06/27/17 17 73991--DO2 17178010 06/27/17 18 73992--DO3 17177AJQ 06/26/17 19 73993-401 17177AJR 06/26/17 20 73994-402 17178011 06/27/17 21 73995-402A 17178012 06/27/17 22 73996-403 17178013 06/27/17 23 73997-404 17178014 06/27/17 24 73998-404A 17178015 06/27/17 25 73999-405 17177AK4 06/26/17 26 74000-406 17178016 06/27/17 27 74001--F06A 17178017 06/27/17 28 74002-407 17177AJV 06/26/17 29 74003-408 17177AKO 06/26/17 30 74004-408A 17177AJZ 06/26/17 31 74005-409 17177AK1 06/26/17 32 74006-410 17177AJI 06/26/17 33 74007-410A 17177AJU 06/26/17 06/ 27/2017 William li. Krick Truss Design Engineer- 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Ref Description Drawin # Date 34 74008--FG1 17177AJS 06/26/17 36 74009--FGZ 17178018 06/Z7/17 36 74010--FG3 17178019 06/Z7/17 37 74011--EJ7 17177AJH 06/26/17 38 74012--EJ7A 17177AJI 06/26/17 39 74013-4.176 17177AJX 06/26/17 40 74014--CJ1 17177AKE 06/26/17 41 74015--CJ3 17177AKD 06/26/17 42 74016--CJ3A 17177AKZ 06/Z6/17 43 74017--CJ5 17177AKC 06/26/17 44 74018--CJ5A 17177AJT 06/26/17 45 74019--HJ7 17177AJL 06/26/17 46 74020-4J7A 17177AK5 06/26/17 SANFORD 0, - n 17_ 2078 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR lUU413-/7511 - U (MIfK fray) -UAVIU WttKLY -- Lot ZZ Keagan Pointe - AUl lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 24.10 ft mean hgt, ASCE 7-10. CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X6(R) pl 7-1 -3 0-4-0 4X4(A2) _ oA° — ono — 4X4(A2) _ l" a- l a- l_ 15-0-0 _I_ 15-0-0 J 30-0-0 Over 2 Supports R=1310 U=143 W=4" R=1310 U=143 W=4" RL=180/-180 I Design Crit: FBC2014Res/TPI-2007(STD) 50 H.,f%j'';+ PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 t. Q QTY:6 FL/-/2/-/-/R/- Scale=.25"/Ft. 7ARNIN01•• NEAO AN0 FOLLON ALL lams ON THIS 0N11NINOI IOOIITANT•• PUN111aN THIS gNANING TO ALL WNINAOI 113 IN0.WIIN na INSTALLENs. a.csl<ePr, Tru1s.s<..s.< reeu<,m oras.r.ltl q cP4• e c s.r•q 1"re s.<,en. eyrp1 c In, C.l1 •r. ,n.11 prov.tl. ce.P•r.ry a ,nq p.r GCS1 elF,l• Hz f 0. 08 1 i TC LL 20.0 PSF TC DL 7.0 PSF REF R408-- 73975 DATE 06/ 26/ 1 7 ORW Kcuslsaoa nmAKA Q d LPO AN IrW mMP1WY 00LsLtoltaErDl,sglr Ito pp.rror•, rp ep <h.rtl . al"e..'P . w ••«a`< ertl ,h.I I .. r1P,tl . I,eq L«.<,en, , rer p.ron.n< I...r.l r•, ., < ..e, 1h.11 h.,. er«I.,q , t•IIW p. ecs c.e", s eT or ew .. •PPl w•el• Apply PI•a•, co •«r. rats .r wus w p•s,c..n •, ,r.•.., .ew. ch• o, nc oec.,l. va.s r.•cw •cn.r.,,. a.r•r w tlr.., . Iqq.-! rer sc...tl.rtl Pl.c. ro„uon. Ip,np....... en e 1Tr a ,ltl,nq Ca.pen.nt. crew In< I•11 c m r e,p•..,, el• rsr •ny «.., •c, w. r o. tlr..,nq . ny'r.11.,re a e,,,ltl ,1.. tre„ ,n <e,. er..n<.., .agI.,PI , er rer h.,.tll,.q ,r.,00,..q n,ul1• c.on . er«..y er crua,e, I •rI this •r••IrIN or e•.•r PW II•s1q this d—l"p, '"Ie •mm.Pt•Is• .r P—f—.I•n•I •nPlh••r lrq r•••en• 1s111q ••1.1y rx tIr •••IqA ale.". Th. •W'. .'my .,.• e•. sr "is •r•.Inq rsr •....... Is c r..p.. 1e111ty .r a.. e„IItl1M Qss1V.r Fr ANs11M1 I S < Z. i ' § S T O Q s 1 y ••. .•• G I S OIVAI.EN NIYiMM,INIEI/M BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF HC-ENG JB/DF SEQN- 739040 OUR. FAC. 1.25 FROM RF 6ISPAC I NG 24 .0" JREF- 1W20408 Z44 Od".FL7:837 FL COA 40178 rer «r. inrors.c,•n , „ •e', q•n•..1 ,.p . P." •ntl u,s• we ALPINE TPI ap.n,a erq. nu •s:.,.<,,.e.,.cry < . ICC' •rq Illiam H Krick Lic Number 70 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 16848-/7511 - B (MBR Tray) -DAVID WEEKLY -- Lot 22 Reagan Pointe - A01A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x6 SP SS: Bot chord 2x4 SP N2 Dense Webs 2x4 SP N3 •W4 2x4 SP N2 Dense: Lumber value set ••138•• uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT SITE 91 W4X4 S 1.25 139 mph wind, 24.10 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.22" due to live load and 0.29" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X4 = 7-1 -3 0-4-3 0-4-0 3X4(A1) __ 1-1 L J too VAO 2X4 UI 1_ 15-0-0 _I_ 12-7-0ile _I 30-0-0 Over 2 Supports R=1207 U=143 W=4•• R=1139 U=123 111=4n RL=170/-175 Design Cr i t: FBC2014Res/TP I -2007 (STD) \Pb;..H; ,fiQ': PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 J\ t. IQl QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. Ii UMff • FU111111 INISs owl i TToo lu CoRn lerm00 11CUMIw NG VIM 111STALuas, r TIC LL 20.0 PSF REF R408-- 73976 Tra».. r..a.r• • •.. .r..n r..r.<.l...P. nwl,..q. ,n,w••ro. ...-I I „q .,a .r«•.••. R.— l w al I Q, 708 1 lM 1 l w,l,.n o//retsl`ca,••le•.•• cwP.nwl s./ay In/.r.al•n. ny'IPI w nai . ,.I.cy P <l,< orl - TIC DL 7.0 PSF GATE D6/26/17 o P•rror...q c Lola l•r, sn•n Prw,•• ae.Por+ry nr ,n. wr OCSI. III.. , rolw o caP <Mr. ,Munn• •IP•aP.y All«n.. •lraclar.l .Man,ro .n• .uclw <Mr• .n.n n.•• . PraP•rly «l B(l. DL 10.0 PSF DRW HCU$R408 17177AK7rpia • 1•,q. L«.l .nwn Tor p.r..ronl I.l•r.l r., •• ., •11 Mw br«..p In,uI1W o• OGS i QPPI.<•bl• .Poly PION, to a«n r«a of l 1 o•d MI — ., ,Mw. •Dow lMaJolnl•0•N.I,r anlal.s,'rolW olMr.,,. R.f.r to Jr..,n., I.PA•2 for ,%w r• PI,N o PdLp09 , a , „ , r .< •' c, Q SC LL 0.0 PSF HC-ENG KD/OF IP, M. • r ITT W,1•.n. Ca 17 Gro., Inc n.11 roc a ro,Pan., bla r •ny .w.n.on r a. • 1 . w,•,P..ny r.•lur. t. bu,la aM lrua. In can aro...c. .,an An51/IPI I or Tor Mn•1 •,q, ,n,pP, p, /. • . .•• AN IYW COMPANY .,ri,l.l l.l,w, . br«,n. •. lr,,,,., I .......• G\ TOT . L0. 37.0 PSF SEQN- 518732 1 On mi. •Twiny .r p.•r P.M Iswris mI• .rwlp. Itil..<.o .<Y.PE.ro• of Pnf-.I.n.l Mgln••rlh ro.P ::.:lly —1.I7 r•r w ••Ip. •I..loI. M •w%olnlcy w a.• .r mi. ar.ary r.r •ny •crac.r• I• c s" 70NA NOOLAeOnlireDr,Suite150 r..Paroi.III<y.rm.aw.d..yo.•i,.•r..rARSI/I I I$_.:. -^'Wrr , DUR.FAC. 1.25 FROM CH Odado.FL 32811 For Aar• Inrar..11ae ,« lni. Ja.'. yMr.l ..... w lb•...•b , FL COA 10 279 ALPINE .....IP.ro coo. "I ... lP,n,a •ry. WC. ''w:.,b<,Ma,lry.<..: ICC ...--ra.•ry illiam 11. Krick Lic. Number 70 6lSPAC I NG 24 , 0" JREF- 1W204O8_Z44 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l IbUgU-//,11 - b (mbK Tray) -UAVIU wttALT -- LOL LG Keagan roinze - AUL Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load In areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TIC DL=4.2 psf. wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. 4X6(R) % 4X6(R) N 6-1 -3 0-4-0 3X4 (A1) _ `^`' III ZING _ bAb _ cn•F III 3X4 (A1) _ L 13-0-0 _ — 4-0-0 — 13-0-0 I 30-0-0 Over 2 Supports Bid R=1280 U=146 W=4" R=1280 U=146 W=4" RL=160/-160 Design Cr i t : FBC2014Res/TP I -2007 (STO) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 mNIHIW/ fINII1yrJ P`.....; ri Jf rr` QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. d l o AN IrWCOMWINY 2JW LaLe Orange Dr. State I50 7ARNINGI•• IMM AIM FOLUXI ALL MOTs OM THIS WMIKI IW'0m ANT•• Fo1011L1 THIS OMYIMa TO *" CMTWCTOMS IMttIFIMc TBfE IMSTAL(ERS. Tryaasa r..y.r. • a.e fra .n rer.<.t.ng, b n.1,na, fl.,pp„q, ,n a.11.na fro OrK,na. M.r r ao rr,ol1 o.racsl<(IY4Ie...a Cbobo a S.r•ay 1nr.r Oa by'TPI . e MICA) . .PrKaw Yr. P.rr.r.,,q ab•a. r...cu r.a InacaIv =.II P do a..Per.ry br«ma s.r KSI eW.. ..af roaw l.P <ror0 1b.11 ro . Y eTrly .aaKl..e faruca r•I fM b.p •ro b.a0 c . .n.l. I..w . Yrw.rly y, r ale c.. L"a. I.— 1 a sLo... rer v......nauLa•r.I'r a . e.II b.., brK.p Inaa.I l.:I KS a es sy .r ew..a .oPl,cwl•. Ilpply vl •a•a w Kb. n ro r c a . P.a.I . a an..n .be •••°""" b _ ` aJe na 0.u,1.. unl•aa roa.a eaMr.,fe. A.r.r ao .r el f IfaA-( ror xrW.r. YI.0 Pef.a,enf. Al p,na. • .,. u,on or ITr w.Ie,na Cow....nu crow Inc ab a ed reay...a.el. r •ny ea... as wn rr e%..na. .ny bY,le ab. I—, In c....rb•,.<... b ..SIIIPI 1 .r rer b.rol„q..... naull•u.n a brK.na er crma.f I m solo arAPlna er e..ar PfOf II . eels'='4q. IMI.fe.e of "to 4' •r Prer•.flYrlfl •Itwo .11laems ::"II ,:'"o.: AImI's.a= w a.., eel..r..lro ..r ., .<r,a.r. 1. u. 708 i T O Qt a\1 P tiS ONAL ` M TIC LL TIC DL BC OL BC LL TOT. LD. 20.0 PSF 7 .0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 73977 GATE 06/26/17 DRW NCUSR408 17177AK3 HC-ENG KD/WHK SEQN- 739237 OUR . FAC . 1.25 FROM RF 6hS PACING 24.0 JREF- 1W20408 Z44OrlMdo.FL 72877 FL COA 40 279 ALPINE . .o.Io.,'w a. eva'TOI'... au J`bor9 irCA .".aaoad ly Ido. iccala•a «a.re.raas •'•'• illialn II Krick Lic. Number 70 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L lbtl40-//J11 - 0 LMtlK Iray) -UAVIU EFttRLT -- Lot lC Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense :T5 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 roonte - AUGA ) Lumber value set "138" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TIC @ 24" cc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. PROVIDE VERTICAL SCAB 2x4 SP N2 or BETTER GRADE AT END OF EXTENSION ATTACH USING (3) 0.128 X 3" GUN NAILS TO EACH MEMBER. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 5X6 o 6 r_ II 4X4[91 3X4(A1) L" 4- 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge. RISK CAT II, EXP 8, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.22" due to live load and 0.29" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W4X4 S 1.25 211 W3X6 2.75 L 1.25 4X4 = 4X6 1 7- 5X6 6 6-1 -3 T5 0-4-3 3X6[211 L-0-0 2X4 iu - 2X4 III T 3X10(B12R) T o-a-o 6X8 = I' 13-3-8 - I-2-0-8- l - 12-3-0 "I 30-0-0 Over 2 Supports Bpi R=1210 U=146 W=4" R=1140 U=126 W=4" RL=149/-156 Design Cr i t: FBC2014Res/TP I -2007 (STD) \Pi•.H; f(`'`., PLT TYP. Wave FT/RT=096(096)/0(0) 15 3'' Q`QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. WARNING I•• &EAO AG,lm FOUM ALL WTES ON THIS 01W061 •. Iwwwr•• FCaTI15N THIS A.ri IToAll C IFTRACTORS I.,a alNG TIa( IIISTAIlERi. dr TIC LL 20.0 PSF REF R408-- 73978 Try„oa r«u.r. . •« •r n r..r.e•tl,q, n•n.l .,q. ,n.•p.,q, .n a.11.,q •... OrK.... A•I•r a . olI o. 7Q8 1 ? an. l. t..a wI er'.Csl<(Gu,IEI.G C..o•..•na 5.r•tr Inror..t— by VP .,.. WCAI ryb P .<U< Pr. TIC DL 7.0 PSF DATE 06/26/17 s w .,.q M.y r...c w.a ImulLr. anal Pr...w twyoruT ., «..p rar .C51 Ynlo. n•aw oM .. . • ner0 ,n. l I n . •r.p.rly .tt«n.e •tru<tyr•1 ,n..tn.,q w.e ..ta.w <br0 •n.11 n... • Pr•o.rlr •tc : < BC DL 10.0 PSF DRW HCU$R408 17177AJN 11 rIG.• c.. I.,q l«al.n, also ror p•rgn.nt blpa rs lr•mt .l w., MII n.y. Or.<I,q m,ta 1.• GCS - a O I to u . s7 G1 or elo. ., •ool.cWla. AOolr ol•aa, to a«na'«Iatlor I., •rW po„ coon ., ,now. •0•v r E a S . c T O • i 111 . pant oa• a, ..a.,, ma.a <tn...l.. n.r.r a. a.....q, 16oA-e ra.'a.,.a.ra nla. oo„a. w., 4 A : (` Q i BC LL 0.0 PSF HC-ENG KD/DF A IP. n•. • a. y..,on or ITr W.le„q Co•pw,<n , Groaa Inc. .n c tw r.apon.,.la r r •rry a .a.•n r • A. do L. ar•...,o, • nr r.,Iyr. I. wa l• tM try„ .n <w.rw.•n<..,tn MSIYIPI 1. .r 1., h,PII .G. ,n.p•. q. •• I AN IrwC AAPkW n,t.Il.a.on A .r« .r 4c •..... ••• <\ TOT. LD. 37.0 PSF $EQN- 518738 1 a coin d-1,8 of Am— F.p I1.1,1l8 "1. Crw III@. Ill ,— a -.Pt—. A? (,tir«.Iwl -M.—I 1. P'n• lbl l lly of •11, 1— G %I% bbolo. l•r o.. ANSI /rrl`ls l3i 'n0 — er `Ill. Cr•.I,IG r.r •nr .iraOtaw. I• ' ONAI .t OUR . FAC . 1.25 FROM CH 24M LaLe Onnge Dr. SwIe 150 "'pO"' aYa1GM Odando.FL 32837 For —1..nr •clan , ... ).... .... r . no . P"..... cn..• w. . FLCOA00278 ALPINE .-Op— C. I— MI --- tP,-,t aro. WMA. .....x.,w—y.co.. ICC: .`.. ...ro o g Illialn ll. Krick Lic. Number 70 6PPAC I NG 24 .0" JREF- 1W20408 Z44 06R7//2017 THIS ONO PREPAREO FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bU4U-/1b11 - U (mtlK Iray) -UAVIU WttKLY -- Lot ZZ Keagan volnte - AVJ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 ia 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge. RISK CAT 11, EXP 8, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 3X4 - 5X6 5-1 -3 0-4-0 3X4(A1) _ aAa M DAB M 3X4(A1) 4 - l" a 1 l_ 11-0-0 J— 8-0-0 j— 11-0- 0LIE J 30-0-0 Over 2 Supports R=1273 U=148 W=4" R=1273 U=148 W=4" RL=139/-139 INNIMW/fINIlly/ Design Crit: FBC2014Res/TPI-2007(STO) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 J.n nTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. 7ARNINGI•• REAo AM FOLLON ALL ROTES 00 THIS 01WMINGI IWORTAxT•• '= TC LL 20.0 PSF REF R408-- 73979FUMISNTHISORANINcTOALLOORf11ACTOR5INCl1oINCTININSTALLEa. Tr., r.em r.. a ar ere .. r....... . ..-I1. . ,m pp..q. . W I1I — •r«.. . A.• r - . ... o•`KSI`(F.. b...y Ce.pen•..< s.r•<y .nre••.0 uy'Ill — • CAI r • •ty'pr«al< p•1 e••.ore..q ano ru.<<.ana .__11.r, ,na, Pro . a•.°or•ry er«my W °VnH„ eQ. 708 e 1 i TC DL 7.0 PSF DATE 06/26/17 ORW NCUSR408 17177AJY L °"°°'"'y . r lyb . L.p. L«.0 ,Lan for ar.w..La LNra •,lr. ml r w .11 n• ••«Ir.° I.a•I..e1 OCS BC DL 10.0 PSF ea. eT .• no ., .eel.<.•.e Ae•.y P..ao co «L r«o .• a , •..e a,.ue..., ,n.....e•r.. 1h%J*111 O.a..l •. .n 1•.s roaW oU..•..... N•.er 1. _4191 160A-I r.• ,a..W.•e P.— a•.a1— T O pQ BC LL 0.0 PSF HC-ENG KO/WHKaL[pp 1 ro re.ro. , e.•.,.o er .n Ae..•. Lo GL.por.enu Gr•ao In< ,n < ex r•,p..9.•,. .or •ny •a..aa / AN nw CIDMiMNY r ar....q. .Lr r•.1".. co •w.e aL. ... < ...«... n An5vrP1 1 r ror L.L•u.q v..ee.Lo e,ulLa..e a •r«..y er wan,o, TOT. LD. 37.0 PSF SEQN- 739241 wl an s1,1• •r l,q •. e•••r P•O• 11•tIh NI. •rwlp. In•1••TN ••C•PteL•• •f erfM•Iwl •n01n••rlry r.•••..•.N. 1. •• 1. 4r W arP'" 110%ln "I .4. In ay •..• .• •I el..• •r••Lq f r .q •tr.C<aM• 1• V 4 S/• r..ea...011lty e/ w IWIldl,.N 0al0..r P.r AAi1171 I :.<.:. OUR. FAC. 1.25 FROM RF 2400Lake OrangeOr, Smlelxl PACING 24 JREF- 1W20408 Z44 Odando.FL32337For- IL/ •-•a..,. • ,LI• *.. • ,.ro••1 ro • °•9• •ro <n --• •.a•, FLCOA00278 ALPINE ... O.ro,1. •.. M, a.. e•N. WCA .:',•<.L•",ary— Icc ...I illialn li. Krick Lic. Nulnbcr 70 6FS 0" 06f27/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1b1J4U-/1b11 - C (MCK Tray) -UAVIU WttRLT -- LOC LG Keagan ro mte - Auim J Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC ! 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4X6 139 mph wind, 23.10 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.23" due to live load and 0.30" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W4X4 S 1.25 5X6 =_ 5-1 -3 0-4-3 V 0-4-0 rn-L. J = cn9 III cn-r III - - 3X4(A1) = 6X10 = 2X4 III l" 4 11-0-0 8-0-0 8-7-0 11-3-8 4-0-8 12-3-0 im 30-0-0 Over 2 Supportsall R=1210 U=148 W=4" R=1140 U=128 W=4" RL=129/-135 III L°Hmlwrna,,. Design Crit: FBC2014Res/TPI-2007(STD) P H• `''` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 / J TY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. WARN INGI•• WM An FOLLOW ALL NOTES ON THIS OIWIHGI •; IigITAET-• FURNISH THIS 11NNING TO ALL CGNINACr= IMCLYOING THE INSTALLERS. I TC LL 20.0 PSF REF R408 - - 73980 Tru r••w r• < a •-. o n 'A•r.c.o-•. .•-•I.nS,-.PP-0, m a.—M •.a br• M R.r r c. • 0. 708 1. c -•.c..n olrSC51<LW•.M CO.PO-•na S.r— Inr •y TPI w ICAI r r ..r•cyPr.<a. Pr. ' I 8 ' TC DL 7.0 PSF DATE 06/26/1 7 ny a Instil I•rs •n.11 Pr••... a P..ry •r.urp HI•r NCSI <UnI• t.p n.r• •F.I InF-•rOr•p•rly •RKn•0 Rru<aur•1 •M noq An• •. — cMr• sh.1. F . P'.p•rly ,y I.ay L« r p•rgnw,t Lt•ra •r .r .- K•^G , ql Iwc r bL5 BC DL 10.0 PSF DRW HCUSR408 17177AKG O to c.ma N]. N1 •r el0a"'y •pPl wt01• AIro IY OI•a•s Yam- acl. '60 or tar ;•Wnlws .- .• .na.n •Iwy J. me O•a.I• aeI roc•• •cbar•,tw N•r•r a• w.nG. 1fAA-2 r um•r• PI.c• P.0 w.md T BC LL 0.0 PSF HC-ENG KD/DF AIP.-.. - 0.-..,m •r In Ew I•.aG Co•p.n<nCs creuP In< •nal -.a Iw r.•panu•1. I . ••y..a. <., rr r...,.G ...y r•,Iur• w e-.Ia an. cr-- ... cmr......c• ., n ANsvm t. -. r•. n•.al..q. •L.PP.r.., AN ITwCOMPAKY .. ....a.•... •r.<...• <. cr.,••<, .c''%. f' TOT. LD. 37.0 PSF SEQN- 518744 Abel •n sAl• •rally of ••.•r .'s. 11•s IIIS M. .I waam In•1••W •es•PS.n•• .r HMYrN-7 A •pinMrlp V 4.'... r..P.n.IIUI•sy ..I•I, r.r w O..IpI a.e.I. n.. wternley .L. -...r mI. OrwlnN r.. •-y •erueew• •. . ONAI. DUR. FAC. 1 .25 FROM CH 2JOB LLLe DIynBe Dr, $INH I30 r•.Pan.14111 <y •r se. WIIAIM 0—ig -r P-, ANSI/T I I S.< 7 OdwdG.FL 72877 F.r —r. I-r.r..a.•.. • .• .I••'• y.,..r.I ... . Py .... an••.--..Ic-. 4NLA " - FLCOA90273 ALPINE w- .'P---- — TOI :.: P....a -rG. WCA --- -.c..a--cry «.. ICc ..r< .r• IIIIam IL Krick LIc. Number 70 6ISPACING 24.0 JREF1W20408 Z44 06/ 27/2017 THIS OMIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I, 1bV40-//O1l - 0 LMOK Iray)-VAVIIJ wttKLY -- Lot GC Keagan Pointe - Au4 / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. 5X6 = 2X4 UI 5X6 = 4-1 -3 0-4-0 3X4(A1) = Jam' "18 — J^ 3X4(Al ) = L" 4- L" 4- LL 9-0-0 -j— 12-0-0 _1_ 9-0-0 _I 30-0-0 Over 2 Supports R=1215 U=287 W=4" R=1215 U=287 W=4" RL=119/-119 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 H• ` r_TY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. W"INGI•' READ AMnxLOR All ROPES GR THIS ORARIIIGI IMFONTARr•• nNg11EN THIS a111RING TO ALL OPnN11CTORS INCLNRING T1R INSTALLERS. I y TICLL 20.0 PSF REF R408-- 73981 I",aa:« d 1 0 AN mw ootARWY i,M Lake Ormp DT, 5U11e ISO Trr r«u.". a .a• •re n r•er.c.a..q. ,.•,wl."g. •...pp.aq. ," a.11 „q ...n s «..q Aar r as .";'tell C°•p°n•n< S•reay Inr•re•al•n ay TPI .ne RICAI"tor •.r•ay pr.<a.<o pr1 a p•r rere.p aM uncN ana 1nK•11.r, ,ndl Or•v.a• a•geroy °.«..q p•r RC51 IIr.1 •a. e•a« .a1p . lap <bra •n•11 n•v rpreprlY • «1wa • ,M•CF.p •m OeCaa• <nera • "•ve • Prep.rl •< ,y IS a: cl ms'O7. Ol ;r 010. ., •ppl m•Ole " Apply pl.l., e•<:.,«• f {rvsa`•rq"p.,.lom •, ,1.P... •a0•• o.a.11,, unl.., ea« ean..1... A.... a. ar...eq, 1"._1 ter .. e.ra p1.a. ro,.a.en, x " Alp.—. • a.•.,.o. •r 1Ti Nu.la..q Cagwwe ,crow Inc n a m reap•,.,...• • r «.y aay.•wm r.•p ar•....q, .ey a• Ou.1a an• Grua. ... <on •tarot• ..M AN51/1•I 1. Pr 1•r n.r.al e,a.11.:7 A er«.eq e. ara..e, eNl M Chip .reelnf of ae.ar PW Iw$.lp NI° Nreelly, IMleetee 000e/C- or pmrNel•h•I .II o-1p re•per.e lNl I1ty •.Iely ter Che Ye101 -, Tl.e wIC•111 ICy •••. a» er "1• areel,lq tar r•r etr.letwe 1• reeP..gl.11l<y er v.. Nul Nlp Oeelgrwr p.r ANSI/f 1 1 S.<.x. 1o. 708 LC S T O • tf c ,. •' Ar.. p Al TC DL BC DL BC LL TOT. LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 06/26/ 1 7 DRW HCUSR408 17177AJP HC - ENG KD/WHK SEQN- 739245 OUR . FAC . 1 25 FROM RF 6IS PACING 24.0" JREF- 1W20408 Z44011NdG.FL 7?977 ItCOAE027E Fer.Pr""' ,e,. ""^° gr..r.1 .p.q...eaMsALPINE .•IP•..a.w "`TP1'..: w. .arq: NTu :°.a<...aa.<ry. . IM ... erq illiam H. Knck Lic Number 70 06/27/2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I0U41I-//O1l - U (MCK Iray) -UAVIU WttKLT -- Lot ZZ Value Set: 130 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense J4 2x6 SP SS: Bot chord 2x4 SP p2 Dense Webs 2x4 SP #3 Pointe - AV4A Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC ! 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP 8, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NIWFRS with additional C&C member design. Calculated horizontal deflection is 0.20" due to live load and 0.26" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 101 W4X8 S 1.25 2X4 III 4X6 = nvl Ivy = LIl9 III 3X4(A1) 6X6 = 4X8(B10R) I 15-0-0 0141 0 12-3-0 " I 30-0-0 Over 2 Supports R=1210 U=287 W=4" RL=109/-115 4-1(-3 0-4-3 T 0-4-0 R=1140 U=257 W=4" T,,. •• 4Ji Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15 '•0/ QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. ARNINGI•• N[AO Alm FOUI N All NOTES ON THIS OMNINOI IM•ONTMT-- FIANISN THIS ONAMING TO ALL OIrRNAC7 IMCIMOING THE INsrALlLRS. l •'•, TIC LL 20.0 PSF REF R408 - - 7 3982 Tru„•, r«ev • ar•r ur• .n rrOr,uu,q. an. f.a..a .erar•,. ;r Ncsl <.,.,.<,. q. ,n,PP.^O• a•1«w a,`«rx,rq,.. ra..ayr.Pr ra«. ar , r.P.rI111 NIc. wrr•r.,. q cn.,• rr..cum, In,un•r. ,ron Prw,e• awwr.ry er«.,q wr MCSI IIn I•a ro aw crone 1n 1 n•e• Prw•rly •cc«roe ,crecaer•r ,ro•cn„q •ro ••CAw crrore ,n•n nw. • Pr•wrb . role c. frl q L«.a,•n, .r•.n r•r wr•............,ar. na •. we .rr n.•. •r«fro In,a.rl« : r o. 70i8 TIC OL 7.0 PSF BC DL 10. 0 PSF DATE 06/26/ 17c W1.ryw ORWHCUSR40817177AKS d O AN OW COMPANY 2100LAIIOr le Dr, SWlr150 OdlndaFL 7.827 FLCOA00278 M7. ay •. elo • ool,cner.. .Dory or•w,rae .«nor«. aMaJo na Cla•, r, rnr•„'roa•tl •aMr.,,•. R•I•r co erw, , 160A-2 for ,a•rWre I.a• w„a,•n Aro•ro. • ere, vw or ITr Ne, m,nO C•.P.n•na, Gr•w fro ,nen roa w •.,wnv sr• ry •ny e...•uw rr ar..,.,N..ny r.0 er. co ew le an• crew, ,n cmr•r..ro..,an Ansvm I, or ror n..wr,.q, ,n. wlp, n,c.ff• a,en.•r«„q ., cr.n,•• 1 •n "1• 4-1.4 •r •s.•r Poll, 11-4.4 illl• er••Irq, IrIe1•ey ••••P••r••• •r PreM•I•rol INVIN•erinp r••••rr•INI I I,y ••Illy f r w O••Ip w•n. TN. wlt•NI l lty I .•• •r ".. •r wlp I•, ft •6reCaer• Ie r.••Yr,10rr1ay er w Nellal"o Clef", er ANSI/171 I S«.2. For —1. furor« a,w ,.. ,. ...., aw•r.r . P." •ro a ..e ,fa.. ALPINE .•IP.ro, a., WI: aP.n,a.•ry.WCA .x,roe.ary c .ICC ..r. S T O ? Q P. 1 I FSSIp A>` EN NNISN•M illlamH. KnckLic.Numbcr70, ISPACING BC LL 0. 0 PSF TOT.LD. 37. 0 PSF HC-ENG KO/ DF SEQN- 518747 DUR . FAC . 1. 25 FROM CH 24.0" JREF- 1W20408 Z44 06/27/2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WFR. Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6] W3X4 S 2.25 20] W3X4 S 2.25 6X6 Special loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 10.77 TC- From 56 plf at 10.77 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 10.77 BC- From 20 plf at 10.77 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 236.98 lb Conc. Load at 7.04 TC- 169.13 lb Conc. Load at 9.09 TC- 173.15 lb Conc. Load at 10.77 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 lb Conc. Load at 9.09 BC- 1077.01 lb Conc. Load at 10.77 Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 3X4 = 5X6 = 3-1 -3 0-4-0 3X10(ASR) ;= 3X10(A5R) L' 4 - L_ 7-0-0 -1- 16-0-0 _1_ 7-0-0Le _I 30-0-0 Over 2 Supports R=2658 U=653 W=4" R=1871 U=460 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15Z_t4 '•0 / "6QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. rt"eimPai0NNOT;;°uI TC LL 20.0 PSF REF R408-- 73983•,var,uia;;; nliailMG ALL mmulc,; ;oo,iw;NE INSTALIE. u.... ... .ra . n r.p, S.', 1 n a. 11.ry .n. er«..q N•rar a. 'rvf! ' 0. 7.08 1 L w.a.en o 'ac51`<a..l...q c..pe.. a LI•ay Inr.r.•Um, Oy'IPI .,.• VTCAI r r ,.I•ly Or•cN TC DL 7.0 PSF DATE 06/26/17 p.rl. ro.ry a In,a•11•r• n•11 Pr.V,M a •ry s «,.,e p•r USI. oYnl• ; aw cn. re ,n.n n..e'prep.r ry . a.en•e ,ar.cwrol ,n. e..q •,.e toaco• <n.ro , •n n•w L« ,....n` r.r p...wrnc 1•a.ro l'ro,v.•na ....e, v..n n.•. er.c..q r a.i i.e` •yS BC DL 10.0 PSF DRW HCUSR408 17177AJO O , u NT . r io., •pL<.em. .Poly pl.a., a. « : 111".r ar , .,.. w, .— ., ,L.....e. d :`o na 0•a..l,. ,1.,, •r•'.„q, I.pA•:..:'.a..a.r. Pl.a. P.,.alm. $ T O ,• BC LL 0.0 PSF HC-ENG KO/OF Alp•^•. • •...•. a. . r ITV eu.l•.ry C.•p.rwnc, Group Inc ,F a w r.,P.n,. . r .ny ew..a..n rr ww i Ar.•,.q, • ny r..lero t. bulls an• cru„ .n can or•.«• .. n ANSI/1 PI 1, .r I.r n•r.Cl..q, ,n,p,ry, • I+L' d AN TIN COMPANY n,a.......n a er«.ry .r cr.,,e, Apia "AA.... (,.o"t1 TOT. LD. 37.0 PSF SEQN- 518644 1 eN " 1. oreelry er p ype I I.M.,; t/11..re.lny. Inel.Atee---piene. of Prefpel.Ilel erylnprlry r..P. e.lelllcy .•1•ly 4r V-10..,-. TV. wlt•Nlllty ... er NI• ere•Iry rer A" Atr. - . I• 5.a DUR . FAC . 1 25 FROM RF 24M Like Omp Dr. Swit I50 r•per.•lelllcy er tN• M.I l.lry O.•1 W.er p•r ANSI/RI T S«.2. OdrrKIM FL 32937 r.r «.. Inr....a,« , am• Js', y.n..a n. , v.9• •••• an.,• we ,la.a: OMNI FLCOA00278 ALPINE ... . Ip.n..a. <..: MI ....ap.n,a .r.. VTCA-..,e<,n•uccry.<.e: ICC: .w. .r. illialn H. Krick Lic. Nwnber 70 6PPAC I NG 24 .0" JREF- 1W204O8 Z44 06/27/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. k 10040-//311 - 0 (PACK Iray)-uNYIIJ II/CCnIT -- LOL LL Keegan rolnte - Ku3m J Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense -T3 2x6 SP SS - Sot chord 2x4 SP M2 Dense Webs 2x4 SP N3 :W5 2x4 SP N2 Dense - Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 30.00 BC- From 4 plf at -1.33 to 4 plr at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 15.33 BC- From 10 plf at 15.33 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 TC- 236 98 lb Conc. Load at 7.04 TC- 169.13 lb Conc. Load at 9.09.11.09.13.09,15.00 TC- 187.64 lb Conc. Load at 16.91.18.91,20.91 TC- 159.35 lb Conc. Load at 22.96 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 lb Conc. Load at 9.09.11.09,13.09,15.00 BC- 102.65 lb Conc. Load at 16.91,18.91,20.91 BC- 515.62 lb Conc. Load at 22.96 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 101 W3X10 3.00 L 1.25 111 W3X4 2.50 R 1.25 4X6 - 3X4 [ 11 ] - 2X4 III 3X6(A1) cn•F III anIULIVJ = 0718 = 2X4 III 2 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Sot Chord: 1 Row e12.00" o c. Webs : 1 Row a 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 22.10 ft mean hgt. ASCE 7-10. CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II. EXP 8, wind TC DL=4.2 psf, wind BC OL-5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NIWFRS. Calculated horizontal deflection is 0.19" due to live load and 0.24" due to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2) 2x6x7-2-4 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3" min. nails 0 8" oc. plus additional nail clusters at: BRG.: (4), heel. (6). 1st panel point: 3). 3X4 = 5X6 - 2X4 o 3-1(-3 0-4-3 L 20-4-0 T I1"4- 14-10-0 0_6-0 12-3-0 4-7-0 16 30-0-0 Over 2 Supports Bpi R=2618 U=669 W=4" R=2551 U=639 W=4" Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15Z4t 0 / '-,QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. VARNINGI'• IIEAO AM FOLLOW ALL NOTES ON THIS OWINGI IIOIITANT•• KMISN THIS AWING TO ALL CWM4CTONS INCLUDING THE INSTALLERS. •=y TC LL 20.0 PSF REF R408 - - 73984 Tru„•, rpy,ro . a.. •ro In rwr,c•alnO, ^•na ,nO, ,b,Pp,nD, ,n a•Il...p ••tl br«...D. N•rar to ,`o: o. 708 1La.,a .m Alan a 'Si`<N.11•,.,D ca•Paa. a S.r.ay W.-.- b,'iPI •np -C.) I- r.a, P•«a. s TC OL 7.0 PSF DATE 06/26/ 1 7 P.rr.r.,..A an.,• r Inca ....I arw,a. a..r.ry br«..y w• RCSI aao eb.rtl .^. ^... P•ay.P'•c o ^.• ,ar..ecv:i , . b,.q .,.• b•cw <Iwrtl ,I n.a• • P•aP.•Ir • S BC DL 10.0 PSF DRW HCUSR408 17177AK9rlO,tl •Il,nDll lac r p,r•.n.nl r,l• „ar„nl b, a br«Irq In,Nll•O` l o , o. e/ ar e,o".,'•Pvl,c.bla Avoly Pl.aa, as .cb.'«.apol a '...tl-P.,,aQm ., ,no..bo d . `; a"nl o.a.,l,. .1.,, waa •a»•.,,. N.L• as w.oilp, IAOA-: ra• ;a.ntl.•• Pl.a. w.,a,an. S T O ; @ BC LL 0.0 PSF HC-ENG KD/DFIP,.•.. • tl,a„Iw. or In w,ltl..q e•gw.an ,crow Ine a ea r.,P•a,.b F• r «.r tlo•,•a+an I tlr..,p, •^Y r..lw• to Oulltl aM aru„ ,n con or•.«. ., ah1iMSI/1P1 1 AN RW C1DAl1iW1NY ,n,a.11.l,an A br•«...D a. tra,,., t`F •. 1 ,, •Gtl' TOT. LD. 37.0 PSF SEQN- 518758 wl a "" Crw 111F w wwr , 11•tlp tJ11• Crw11lD, Itila•t.• wwPi•11•• •I P•M•Iwl •IlWlnwr lh -" r•wen•glllq wl•ly rw tIY RReig. •Iwwl. Th. •wtaomtr an0 w• •r till• 4-1.6 rw •q Kr.CWr• 1• 24MLAWOnnileDr.SwxIXI r..Pw.lblllty •r -, WIIIIap O••IOwr P.r ANSirml 1 S«.2. "S,ONAL DUR. FAC. 1.25 FROM CH OIINdaFL 32837 Far wr. 1^. ,w. ,. 3ab , y.-I ... FL COA E0278 ALPINE' -" .IP.^a,l. `TPI' `tP.n,l -O. WC.: ---'* ,; <a:'. ice:'.,.., Ara illiam 11. Krick Lic. Number 70 6PPAC I NG 24 .0" JREF- 1W20408 Z44 06/27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, I0040-/JOII - 13 (M11% Tray) -UAVIU wGCRLT -- Lot cc Keagan rolnze - ovl Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See OWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 139 mph wind, 22.74 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 = v = ZA-F kM 1 ) — C1-4-m1F 10-4-0 AULD 8-6-0 I_1-4_0-i L_ 9-7-0 _1_ 9-7-0 I 19-2-0 Over 3 Supports R=532 U=125 W=4" R=344 U=42 W=4" RL=125/-125 R=89 PLF U=25 PLF W=8-6-0 Note: All Plates Are 2X4 Except As Shown. rIm111NIWfIWryr Design Crit: FBC2014Res/TPI-2007(STD) P.... PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 Jf QTY:1iv FL/-/2/-/-/R/- Scale=.375"/Ft. WININGI•• 11M AM FOU011 All Mons ON THIS OIIAMIMGI IWW THIS GAMING TO AIL OW MACrOIS IIK 111011A TOM INSTALL1Rt. TC LL 20.0 PSF REF R408-- 73985MT•• 9=15N Tru,w, u.. .... . ... ^ ......a.,q. n.,tll.p. ,e.pp..q. .....1. o.a br«.,.G. Mor.r ao •'rol l w1U.n `(W.1....G Ca.por...a S•roay Inr.rwa.w. by lPl wq IRCA) •ar br.<ticO br. blln Q. 708 e• 1 ' 9 TIC OL 7.0 PSF DATE 06/26/17e. p•rr•r...q ans• r...<um, 1^,w n•r, anal prw..• t••p.r.ry er«.<G wr Mcsl m <m,..h.11 n.. p.w.lYy . <I.w ,a..<aaa ,n .an, G ... bo-so < r..naI n.— pr^p•rly r G.. c•.1 I,p. L«.t, troy p.ro•,..na 1•l.r• r•, •. wbn 1 n•w br«.,.G . •IIwtS BC OL 10.0 PSF DRW HcusR4o8 T7T7TAJM 11 O 2 a IIL IlrJ' pplwwlo pp, PI•— — .«n r«..r aru w,.a.m .. ,n•.,. j3. a ana e ^t P.a..l.. nl•„ maw mn•...... .1.r to .rw.• IWA`[ I. r',c. °•r. °I• r• ws c wa err Q' BC LL 0.0 PSF HC-ENG KD/WHK Al pJ* • ..•.a.o^ er I1 W.l..,q Cc.p....na, Group Inc MI I m r..pan,.Olo r •ny ..• •^ rw..q. r•.lur• to bull. aM lru» ... c.,..r...c. ..tn AHSI/IPI ,. .r Ior n.mll.q, ,nlw.,q. t_•'• SEQN- 739445ANnwCOMiMNY y mwl.t,w ter«...G or wb„•,. seal on "I..rwlrlG .r — P.v. listing "I• .rwlp. Inbl..t....."tIMo .r Pr.rw•Iw.l wrlrlG G\t1F .......... tiS/pNAt TOT. L0. 37.0 PSF DUR. FAC. 1rosoonaenitywl.Iy Tor tLo w.4Gn omob,. Th. ..Itwulty .,r .w or -1..rwlq 1. ony .tr.<t.r. 1. t EN 2400LaiR tDr. SWHI50 ro.ps..lelllty •r tla. WII.IM 11-19 r por ANSI/TPI I S.t 2. rlyryJwaIMMIMI 25 FROM RF I NG 24 JREF- 1W204O8 Z44 Tb77Joey... ma., Polls — nwe ,I•OICOALpI79 G. ALPIHT. w. WCA -^,ry con. Icc .... .r. illialn II Knck Lic Number 70 6ISPAC 0" 06/27/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l0U4U-//O1l - u tMOK Iray) -UAVIU WttKLT -- Lot 2L Keagan Pointe - BUZ J Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 4X4 t<1 -4-0.J 139 mph wind, 22.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof. RISK CAT II. EXP B. wind TIC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. L<1-4-0:J L. 9-7-0 _L 9-7-0 J Ile 19-2-0 Over 2 Supports air R=805 U=191 W=4" R=805 U=191 W=4" RL=125/-125 Design Cr i t: FBC2014Res/TP I -2007 (STO) P•.H;+`' PLT TYP. Wave FT/RT=O%(0%)/O(0) 15J''lyRQTY:1 FL/-/2/-/-/R/- Scale=.375"/Ft. MARNINGI-• IRAO An FOLLOa ALL /DYES ON THIS 0V2IMa IignANr•• Racal iM THIS onnalm To ALL oelrruncro s lamming "a IIRTAalm. T... . r. ... .... — ... . n r......., ,. e.,tll •^S. ,h.-I,,. .n a.l l.rq .n• er«.ne SaTar to al l aM 1 a w4.on lSCel`(w.l•Ine Ca4wona S.'—, I.......c.w ey'111 ..a .ICN Tar , •ay pr«a.cY or, o p. rrar..rq tM,• run<t.anf In,t.l l•r, ,a.l l proe.M a..p•r.ry er«.ne p.r SCSI. W1.11 roc« 3 Q, 708 ' e TIC LL 20. 0 PSF TIC DL 7.0 PSF REF R408-- 73986 GATE 06/ 26/17 ORW HCUSR408 17177AJG I.ny" d 1 0 AN rrW WMPILM 24MLAW OnWDr,= 150 aap ~,I , a Orap.rlY ,aa,cea• •ar.caur.l sM.cn.np .M 0•aaa c are s..11 I..w . properly a.an, r.,... Tar p.r..n•na I.a.r.l r.,ar. a ar ..• L..11 ..e...«.ee 1x «s S7. e) .r e10. •a •pP1.G•1• ,pply pl.a•. o •`<a.'«.agar a w p.a.a+m ., an•.n •sow • lM`JO na p.a..l., unl.,f roae• otMr..w. S•I•r as •rw.ne, IS011-2 Tor ft.M.ra plat• Pa,.a.anf. Ip.ro. . •.e.,. a •r In w.l•, a c..4wana, cr•<p Iro a •• r•,p•n,.•1. r.r .ny •<•..a.a rr `' w.,.p. wy L.1 ire • Sul1• aM arise, m can ar..«. .. h MSIYTPl I •r Tor h.n•1.p, N.pp.ne r.,a.11.a.w . er«..e a........ 1 ..I .PI. • ram f M ••••r pp. Il.slr.e NI. •r.•lrle. Irl.la.t•. •c•./••.•• •r Pnr-------- .r1elrWrlp pt...le... cy w1.ly rr f i.le. .1M r. The Wlttllllty ...• a•• •I ala• •rwlp Tar .rp, ar r. 1• rwp.l.lellltywll• I.q owle...r p.r AASI/TP1 I Se 2. S T O i Q i b, •f <v { G S/pNA1 env..» MnwMl BC DL 10. 0 PSF BC LL 0. 0 PSF TOT. LD. 37. 0 PSF HC - ENG KD/ WHK SEQN- 739448 OUR. FAC. 1. 25 FROM RF 161SPAC I NG 24 . 0" JREF- 1W20408_Z44 Orlando. FL Tel% FLCOACl278 i•r or• lnrarwalw , a•.. la•'. "_ro ro•, P." .na aM,• w• ,la•, LPI.E --- .Ip. ro.a. <w: W.: .wi.e.ap.n,a are• nu --.,e<.^^a.arY.ca.• Icc -e- .... illialn II Krick Lic. Number 70 06/27/2017 THIS DwG PREPARED FROM COMPUTER INPUT (LOADS j DIMENSIONS) SUBMITTED BY TRUSS MFR 16848-/7511 - B (MBR Tray) -DAVID WEEKLY -- Lot 22 Reagan Pointe - 803 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x4 SP k2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 139 mph wind, 22.74 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 = LC1-4-0.J L 9-7-0 J— 9-7-0 _I I cc 19-2-0 Over 2 Supports 'I R=809 U=193 W=4" RL=108/-114 R=721 U=160 5-1 11 6+ 20-4 Design Crit: FBC2014Res/TPI-2007 STD PLT TYP. Wave FT/RT=096(096)/0(0) 15 J. Al QTY:3 FL/-/2/-/-/R/- Scale=.375"/Ft. 7ARNINGI•• WM AM FOLM ALL OTES 04 THIS W1.II61 f : .. IWMTMT•• FTAa1sN ills inNiwo F• TD ALL aoaTNAclDas INCLIMINe THE IaSTAL1Eas. `; TIC ILL 20.0 PSF REF R408-- 73987 Tre„<, revu.r• . .q •r• .n Irr.<.l.ro. h Ml.ro. .h.PP.ro, .n a•I l.,q ..b .r«.ro N•rar l el l o. 708 TC DL 7.0 PSF DATE 06/26/17an• 1•c•.a •e. a.a. errKslc(W.le.ro C.eP•n•na S.r.ay Inr.r.a.en. .y'TPI ...a -CA).-, r•ay a Pr, a rS e gr•ere..q aM.• rv.c en. Inaa•11 •r..h.l l Pr.,.e• a••gr.ry qr KSIIA.1 •a. n.a.. ea< . ch. r0 . 11 ..•. Pr.p.rly .aa.ch•e .ar,gaer.l .M.ah,.q — No— Cher. ..... ..•. . Pr.grly .aa a.. q.l. q. «.aloe, , e.n r•r gre•n.na La•r.I r.,ar..na e. q., ,ha l .r«.ro .n .l Ie0 •KS ' BC DL 10.0 PSF DRW HCUSR408 17177AJK aM< Joron, a e0.7 ae•rT.I.., 1 rurev• w. l•. ..., .eaw •Man .rer.c• •.«e era . ab q.a. e.n g., f.lhaqle.n. .•.eowFeS ..T...0—I.<t.l•I.:7'y a«I.eA-Z er Me el.•aL O A.IP.,e. .mye•..ra ePa••r.P I«.hIl te.......... r., « yw1r 'sA. 2i BC LL 0.0 PSF HC- ENG KD/WHK to .elleanare..Incfa. ANSI/IPI 1 . r or ho-I.,p 4 AN nWCOMg4MY A«.r ae, TOT. LD. 37.0 PSF SEQN- 739263 eal an MIA drKlne of —1 P. D. Iletlro %NI. era.Ing. Inal<a<ee 000mplanee of Prefaeelenal eMIne.rlro SIo 11L EN re.P•n.l.11l<Y rl•ly rer w i•1... e/.ew.. Th. eel<e.11lty e,Ia ew er Cale ar..l.y I-eq etr.iture Ie / ` 24MLaWOrmseDr. Smal?0 r..P.,l.mlll< y er aN• sending D«lo..r qr ANSI/T I I Se Z. oly,erNEIIa N DUR. FAC. 1.25 FROM RF OdmdaFL 32837 Fe. ter• .nwre.alen ,. ., 2•• . Sinn' ... , Po" •ne ah.,. w. ,la•.- FLCOAA0278 ALPINE --- .IP•ee.a-.<e-• F.': :- I...., ., a. IMA . nen , cod. 'a. ^r. Williain 1-1. Krick Lic. Number 70 6ISPAC I NG 24 .0" JREF- 1W20408 Z44 06/27/2017 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L 10040-/J011 - 0 LmON Irayj -UAVIU WttKLT -- LOL cc Keagan roince - w I Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP q2 Dense Webs 2x4 SP q3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 139 mph wind. 21.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 20-4-0 CA41,M I f = 4A'4 %M I f LIG 1-4-0-J L 1-4-0-J 1_ 5-4-0 _l_ 5-4-0 _1 I IQ 10-8-0 Over Continuous Support R=91 PLF U=21 PLF W=10-8-0 RL=8/-8 PLF 3-0-3 Design Crit: FBC2014Res/TPI-2007(STO) ,h+, PLT TYP. Wave FT/RT=096(096)/0(0) 15 1. 4.. r' 4 QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. ARNINGI•• NERD Alm MLLON ALL NOTES ON THIS OMNINEI IWWTMT•• FIIIEIISN TNIs MMINE TO ALL ewrRAcraNs IFACLWING TIE INSTALLERS. Trua••• r•aw ra • aw •r n ••er.wun0, b.Ml my, mpp••e• •^ ull.np ..a .r«..q N.• . t• . roll La.•a w.c.w a r6C51<(5-d-9 C..pa...ea s.r•ty Inrar•.t.an, by . RCA) r r •ar.ay pr.ul • prolh•1.•• e1841Q. 708 r TIC LL 2D. D PSF TIC DL 7.0 PSF REF R408-- 73988 DATE 06/26/17o• p•rr•r..ae tn..• r L.•a•n •r. •n.n v awwr.ry . «..q v Ecsl DRW HCUSR408 17177AKII a l o AN rrWCDMPANY t (,,',,. 40 LaW ORM Dr. Sink 1 Odmdo.FL 32837 FL COA MI 279 tap <,wrd e0.111 h••• pla ly •aa«a•d oar«a r•1 •MKb..q .m .•taw <rrord •..11 aew • pr•wrly .ar.p.d cull.,p L«.law. •r.w.. (er p•rwr..n6 1•Nra rynr• na a1 wa •.•11 bw .r«Lq Imtal.• 7[' t. wa Q. Er •r 0t0. •. •ppl. c•. I•-, Apply P. a. .«a'r«a •r for a p.•.aow •• •..... . ...e aM JO..I 0.a.11•, wl..• roa.e etMr • MI•r to drw.,ge IfOA-[ r "t.aaere pl•a• .. lt. wf. Alp.ao. • O.•...w •r 11• W.ld.n0 ... ...a. • 6rew Iw a.11 wa ee re.p.a•.•le r •^y dv. •a.w r dr w..p. wy r..lur• co .u1ld an. aru.. m cw lwe.r.c• .. . ANS Vr I 1. •• tar n.rgl.,q •..pp.,q. a ...... a.a" A .r«.•p .r ara.e.. A esel en .111e dreelve or se— pep. 4 $*Sir* TJII• .rwlag. IMIe eee.pl rpe of prefe.eleeel •nElrlwrI r•epsrrel.l l ISy wl•1y Ier W ew.e. *,l . rl.e ..Iaeo .y end ..e .. V.I. erwl,.E rer .dy e<r.caare I. a r••p•n•I.Illay •r W pellel,Ip DwIV r wr AN.SInpI I S«.2. F. ter• la.ereealw . a.l. J..'. 0•e•1.I —1.1 p•E..nd arL.. be..la•. ALPINE 11-1t• < "I .arp. WrcA ary < . ICc .•r. a.e S O Q I. ,,. \ 4 NAI FNG no Qllam H. Krick Lic. Number 70 BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF HC-ENG KD/WHK SEQN- 739439 OUR . FAC . 1.25 FROM RF 6hSPACING 24 .0" JREF- 1W20408 Z44 06/27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I01340-//511 - 0 (R1tlK Iray) -UAVIU WLLKLT -- Lot CL Keagan voTnte - L,uc Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 e 139 mph wind, 21.68 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(a/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 20-4-0 2X4(A1) = 2X4(A1) L- 1-4-0-J 4 1-4-0->J L_ 5-4-0 _1_ 5-4-0 _I 10-8-0 Over 2 Supports R=484 U=110 W=4" R=484 U=110 W=4" RL=82/-82 3-0-3 Design Crit: FBC2014Res/TPI-2007(STO) H. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1. 'F %..CITY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. RNAINGI" READ AM FOLUNI ALL NOTES 04 THIS ORANINGI IMIOII'WFUMISH THIS NINING TO ALL CONTRACTORS INCUIOING TIE IIISTALLERS. TIC LL 20.0 PSF REF R408 - - 7 3989 Trwa.. r«u.r. .• r... car .^ r.prwK m^, n.ro`.,.0. .h.PP.•q. ....a. 4• Q «a . «...P :. r.r a. roll' n. l.a..a w.a.• a acsl c..le, q CroP• a s.r. y 1^r.r.. ^ . by IPI NTc.,'r r ,., ay «a. No. 708 1 TIC DL 7.0 PSF DATE 06/26/1 7 eea... .......... . n , ore.... a..P•r.ry er«..P P.. scsl w,.o. Nh i tePPCMee , na 1 MwrPr•P,rly .tt«Ma ,Or¢tera ,M•C .G .M wtaa mere ,n•1. n•v. • P•eP.rry r P.....^a l.a.ra ..,a.. ^a .r ,nal n... er«.., .^,aal.• BC OIL 10.0 PSF DRW HCUSR408 17177".J 0 .« a. m^ ai. sas. w.ato s .wl.c.el.. boq Pl.a., ae ..'n raP..raoo.., .n..... c' T O • C IF lM Je t O.t..l,. .n l.s, roa.• olMr.. ,• a.I.r ao er....ps 160A-a ,a.w•re O..N •.,, a.on, ,7 dAIP• ro . e.• yr ITN eu.le.e0 Cspaee^a, e1e Iro n.11 rot .. a,Pe..,.•I. r .ey .. .a..e r •;`QtF BC LL 0.0 PSF HC - ENG KD/WHK er.... q, .^y r•.wr• w eP.le an. ve,. .^ ce..rw....c• ..an Aasvrvl t. ., ler n«al.,q. .n.PPl,q, • • 4; t •, V TOT. LD. 37.0 PSF SEQN- 739442 ANTINmMRWY .^,u n.a.m a sr«..q Pr vaeaa. h wl en "Of erawll.0 or ee•er ~ I letlny t1.1• erwll.0. II.PIeetNN "INPt..re of PMreselenal .••P INNNrI ••.....•..'' reepne. el l lq V.4y Ter — b.'M •nano. TL• •ul t.Nl l lty ..e w ar NI• Ve•l.q for N^ .t'_t_ I• NAIL DUR . FAC . 1.25 FROM RF 14MLAW Oranp Or, Swe 150 r..Pv.•INlllq .r aJ.. alulleln0 0_'W_ P.r ANSIRPI 1 $_a. OleOrlando. FL J:877 cer « .^ .a.en . an.. J.• . y.e..a ro . P.P• ••d a we ..c.. &NMI CO',, E0J79 ALPINE ..Ip,^ rol .aP.^.a.erR, rrcA ..ac..a..ary < Icc era illialn 1-1. Krick Lic. Nulnbcr 70 6 ISPAC I NG 24 . 0 " J REF - 1 W20408 Z4 4 06/27/ 2017 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L IOtl9tl-//711 - O LMOK Tray/ -UAVIU wCCRLT -- LOL cc Meagan roinre - uvi Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP H2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4 = 140 mph wind, 15.00 ft mean hgt. ASCE 7-10. CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 10-0-0 2X4(A1) - 2X4(A1) - 1- 1-4-0 " 0 q" 1-4-0 ;;-J 1— 5-2-0 _L 5-2-0 _I 10-4-0 Over 2 Supports all R=587 U=58 W=3.5" R=587 U=58 W=3.5" RL=78/-78 PLT TYP. Wave Design Cr i t : FBC2014Res/TP I -2007 (STD) FT/RT=096(096)/0(0) 15 P.%a ILA d1TY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. tARNINGI•• am Alm FaLa All NMS OM THIS = MINI IWWTMR•• n"l This ONWIMc To ALL CWMMTOMs IMCWOIN6 Tim IMSTAL Ms. or J __ TIC LL 20.0 PSF REF R408-- 73990 Tra„of reeve re a e.e •re ,n r.•r,uu ng. n•ro 1. ng. •m oo,nl, ,n c•1t1ng .ne •r«.ng. Mor•r to 4 •11 p.'08 1I.N•t •elt.o" o eCSI`(eu.la.,q Coporona s•I.aY In loro.a.on, bysiol .ro •.CAI r r ,.I. aY or«a, ' e p.rl•r•Ing trof. I In,a.11•r, N.I I Oroa,e• l..... •....ng qr GCsl, ellnl••a roaw .upr s te1 <bre -.11 ^• . or.o•rty •cc«I.•e •tracur•I •M•cn,ng « •ecaa crone •MI n•.. • or.o.rlyr,1le c., l lng. I.oc.a.en, ,ne.n Fer e.r•.ront I.a.r.l .. r. nt ., ... 11 n.a. •r«.. .n,t.l l.e 1 5 - TIC DL BC DL 15.0 PSF 10.0 PSF GATE U6/27/17 DRW HCUSR408 17178009 d AN rrwooMw,NY 2400LALC0r16CD(,Sm1e DO A•oly o '- t. 9. 16. or -1 ootl oo,.c.m a ,/ 4 w t lM Je,nt 0.l.11f. u,l• rolW ean•r•1••. A•r•r ae •r • 1c. of r ft.na•re ol•a• pe•. tlon• e Alo. ro. . •,• „N. .f I1r eu Ue,..1 —1 11 n ! Crete Iro ,nal roam r.a „ele Pon .^y ••v,. lre0 ar«.n1..^y true• m eo.,r.r..nc... n AMsv vl t .. r.r n.rol.ng •^,00,ng a.11.a,w. • •r«.ng er ara„e, A oo•I on "I* •ro•log or oo•or F•o• I losing M. erw1111. $"Ie o•eoDt•Il.o or Drora.lorol .ngln••r Ing ry•oy,•lelllcy ••Nly ror W i•11n •IIOw,. Tn. Nilt•1111ty w ,L. •r tnl• o,• ..@ rer •^y •Grata.• I• r•.00ro 14111 ty .I cN. Sullelry D... ,.r e., A"Irrl"I T s.e.2. S T O e .•' I% S/pNAL MnTSMI BC LL TOT. LD. 0.0 PSF 45.0 PSF HC-ENG KD/WHK SEQN- 518658 OUR. FAG. 1.25 FROM CH 6PPAC I NG 24 . 0" JREF- 1W204O8 Z44Od=Wo.FL 32837 FL COA SO 178 Fer «r. tnror..ale.. ,.. „ Jae•, 1.ro,., ro , 0.1• A w tn.,...• Lehr, ....•I.,ro.t..aa.: TVI: -e- •,n,a.ar1. WC. --•.,^e,,.t•y•a• 1« t-ee •er1 illiam 11. Krick Lic. Number 70 06/27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k Ibt14tl-//7"II - tl (NICK Iray) -UAVIU EIttINLY -- Lot LL Reagan Pointe - UUCJ Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) = 2X4(A1) = LQ 1-4-0 "0 C" 1-4-0 ->j I, 5-2-0 _l_ 5-2-0 _I 10-4-0 Over 2 Supports R=587 U=58 W=3.5" R=587 U=58 W=3.5" RL=78/-78 PLT TYP. Wave AL PONIE_ AN frW mMP%M 2400 Lake Ormge Dr. Smle 150 Orlmdo. FL 32831 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 WARN INGI•• IDNEWAFOLLON NOT ES TESON THIS OIWINGI IP TANT•• FUMISN THIS ONANIN6 TO All CONTRACTORS INCLNOING 7NE INSTALlENS. Tru• w• r•ym r.. .w •ro w robr,uup, nonolmy, •n, ,n c•II, •IC br«,p R.y.I, t• cw,c,on o r9C51<(W,IO.p Co.ponwrt S•lvaY Inror•µ,t— on byTPI •,a 1dI ar r •r.ty ...<. o• o..,,q c In•un•rs •non o•w,•• c.•r.ry br•<,ny p.r NC51. <u,l.a. n 00 < norO • . prop•fly • «Ma • r F,p •r,p eo . orup.rly p,• •, I,pll L«•a,on • r p•rwr,•ncpl r.l•r o• n. 11•n «„p , t•11.•t a] 61 or R10 • .yol,<nblo APp% o •w. t ...< p•s K,an . •bow MCJo nt 0.w,1•, —1.•• ,ma.. ocMr.... R.I., ao orw,p•r 16OA-a for •c d—d plow po•1t,•n• Alw n•. • •,v uon or IT/ w,w,n9 Campon•nc• Group Inc •n.rl noc e• r.•p•nu bl• rer .,.y d<.,, •t wn rrq OW Id an. tows m <mr.rwnc• •,an ANSI/TPI 1. •• ror nornlllp •n,pp,p n• u n.0 on br«,p or owl en "is 9rwlp or w•or P•9• Ilotlp "Is •rwlrm. In91•otoo ot9NtArm• •r ProrwolowAl •rviro r wn• I011lty wl•ly ror tam w•Iv, oNo—. The wltobll Icy •n9 uw or "to er••Ine ror .ny •tr,mt•r• I. oan• I011lty •r tno O,IIwInp Ow1Omr sor NLSI/T I I Sop 2, For A s o,ma Job'• 9rol no s p•F• — c ALPINE •Ip , m,t. c "TPI cp,nac • q. RCA , u.try < ICC pry 10-0- 0 H A' E TY:3 FL/-/2/-/-/R/- 4q % S- s TC LL 20.0 PSF 108 1 TC DL 15.0 PSF BC DL 10.0 PSF r O • BC LL 0.0 PSF aG' TOT. LD. 45.0 PSF DUR.FAC. 1.25 11AL.aNEVIK. Fick LIc. Number 70 6ISPAC I NG 24.01, Scale=.5"/ Ft. REF R408-- 73991 DATE 06/ 27/17 DRW HCUSR408 17178010 HC-ENG KD/WHK SEQN- 518655 FROM RF JREF- 1W204O8_ Z44 06/27/ 2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. 1b848-/7511 - 0 (MUK [ray) -UAVIU wtLKLY -- Lot 22 Keagan Pointe - UUS lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2x4 III rai 1, r, 1 7 = 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpr(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2-4 10 R- 10U=8- 0-0 Lr1-2-0J 8-0 Over 2 Su or R=203 U=3 W=8" RL=42/-40 Igwmuahr/1hi brr` Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 TY:6 FL/-/2/-/-/R/- Scale=.5"/Ft. NARNIMGI•• 1aIS rum FOLLOW aorEs r THISINCLUDING TIC LL 20.0 PSF REF R408-- 739921/ONfMIr•• s1pg17N Hens awrllG N ALL OOIIAI1CrdR IIrttW111G THE INSTALLERS. •' M1.„.. . ..... .... — Dora m I. ...... n . bane . ,n..P.nq. m vl ry —.r«.. . .afar O.708aMLa•al .e1a.....r 4S1 (5u 41:! Cs•P•,..•a S—ty Inror••tlo•, by IPI •,.. VCAJ r r ,•r•ty Pr• .t PI • O = TIC DL 7.0 PSF DATE 06/26/17 n..... aro,. r...cc w• 1..a.11....n 1 Prm.a. a..P.r.ry . «..q wr OCS1. w.1.,, rocw • s aoP ror• ,MII F••• Prop.rly •ctKF.. •tract 1 •M•tn.,q •rW w s C—d •M11 n • PI—Ily • •yam r1y1• c•.L,q. L71;1 , ,1...n I., P.r••n•nl • cl.q Ima•11«` Cs BC DL 10.0 PSF DRW NCUSR408 17177AJO l o an uon, a er .r sto, •, •PPl.wm. .Poly ve.lw cn r.60..z or..•P.,.coa. o ,1..... •1q•. i Q0.N.H, mH» roa« "bla•1••. N•Hr a..r•.b.P, t6011-2 r c•,Wr. P1•N Pof plan•. d S T BC LL 0.0 PSF HC-ENG KD/WHK19MP.ro. • .w u.on o1 117 WU•.,.. Coro•..an , 6r.a. b.c. n•11 rot w r.r I.,.h r any Oo•. •a.on r A i r a...p. any I la .•.1. a ruff m con oro•ro• ., A M151/rPl 1. .r Lr Fw.•1.np 9.. pp.nP . AN rrW OOMiMNY ,a.11.a . e1-9 .r ....... (` ••. 1 .••' ' TOT . LD . 37.0 PSFn- 1 — th ..r..1ro .r acro p". INtlry Nl..rwlq• 1.1.1..t•.....K 1...r Pef«.1...1 •nYrlwrrny I ••••• \ SEQN- 739287 r..P.n.10111ty 11.1•ly I.r W e..10. Y.P•r.. r1r .0.".l my w w or NI• .r••Iny far any .tra.Ft 1. zs QfVA., OUR. FAC. 1.25 FROM RF 2400LAeOrange Dr. Since 1%I r•.P..1.111ty •r vw W11.Ip 0•.1onr par MR1/r 1 1 3-2. / 013ada. FL 32837 F.r ror. 1n.or•.a1m —b ., job's 91n1111 ro , P•s• •ro ae•,• ... rN8M1 FL COA AD 278 •LP1xC •1P•ro•c. c . rP1 `a,. or.. ncA- ....x.roa.ary.<..• 1cc >s illialn FI. Krick Lic. Nuinber 70 6FSPAC I NG 24 .0" JREF- 1W204O8 Z44 06/ 27/2017 THIS ONG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR lba45-//D11 - 0 (MtfK Iray) -UNVIU WttKLT -- Lot cc Keagan ro mte - rvI Value Set: 130 (Effective 6/1/2013) Top chord 4x2 SP N1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP N1 Dense :82 4x2 SP #2 Dense: Webs 4x2 SP 83 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6] W3X8 3.75 L 1.25 16] W3X10 5.00 R 1.25 i 0-8-0 T 2x6 continuous strongback. See detail STRORIOR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced a 24.0" oc supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf OL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 16.5" 9-3-0 -I 15-1-4 M(R) — W=3X4 = 1X3(R) WO 3X4 = 3X6 = 4X10 3X6 = 3X4 1X3(R) _ JAoLUJ - JAV = JAY = JAIVLIVJ 4X10 JAt - aA4 3X6 W=H0312 = 1X3(R) lF 5-9-8 _I 25-8-12 Over 2 Supports 301 R=1031 W=7.25" R=1927 W=6" Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) 1graNl"'N"'aTNryry jr' Scale=. 3125"/Ft.ppi PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15 ••&-QTY:7 FL/-/2/-/-/R/- 7ARNINCI• WM AM) FOLLON All NOTES ON THIS OWWIWl INIWA"" F19N113H THIS mIA111aa; TO ALL O9NMACTM INCLWIal9 TIE INSTALLERS. • I TIC LL 40.0 PSF REF R408-- 73993 Twa,ef ra•m r• e a •.e .re .n I•Pr. wt.,q. M1.rol.na. ,r.. pP.n., .Ma•11 .np •ro Or•c,n9. Ne rer ao •.d .oil aM I. a..a .P.t.«. ar`KSI`(N.,•le.p Ce.Pe,..nt s.r.ar 1--. Py TPI .,,..rpl) r r ..r.tr Pr.ta., ll_ r. o. 708 1 '= TIC DL 10.0 PSF DATE 06/26/17 P.nP t InsN•r, ,1.•11 prw tIIob.•.y KS' 4r•e.,q pr •Hnl.,, rote. . e `P. ep•.•'1'y I— — BC ,ar.gaur•. , M•tw.,q •,tl Mtta• <Mre e..•11 ••,e • Praprly I OIa"cal " «.a......Le.n r•r P.,..,..na La,ra r.,ar.lna e, .. .11 M.. 9r a..q .n,aal BC DL 5.0 PSF ORW HCUSR408 17177AJR A(I ^ ,. ca a., s] eT er •lo •, .PPn c•Pla Aroy oLa•s c• ..cn r<. or Pe,.a.m o •M..e . L 11 FDO aM ,e.na P,a.,l. .n .,, ,qaM oaMr.,w. ^N•/•r ae .r..,., laa.`r•.er ,a.n - P. . P•,.a,Pn, . SLAT O ; Q BC LL 0.0 PSF HC-ENG KO/OF I'a11uP,ro. • a.v...on or .. w,la.nP Ca.gw.P cs Greup I,C. fl.•11 M e.Pm„Ple r .ny ew,•a,on j. Lq, «•r re Uure a• bw 1. aM tru„ to c•nlP,.•ro• eral. ANSIrtPI L`er Ier N•.MI..q. ,N.w..q. •. AN Ir' IM CDMTMKY n,un•a.m a Pr.c,p er trm,., •• • 1 AN " 1..r..l.6 .• ..,.r 1 $$. I ,c ••.•••• 1 ,• G TOT. LO. 55.0 PSF SEQN- 518761 nN Th. . rw11.N, IM I<.W A...PtYI...I Fr.FM.l.rol .rip lllM,1 •• Psr,.1911Itr .. I.Ir •.r t MIi• •I••••'• TA. ,ult.pl l lty .,.. •+• •• NI• .r.elp r r •••r •trusty I• Fs. ONAt. Et, OUR . FAC . 1.00 FROM RF 2J00 Late Orange Or, Stull 1Xt r•wP••I.IIItr eI tlw WI191ry Or10..r p.r Aa61 rtPl 1 Sec 2. t Odand9.FL 22817 Fo. •• .nr .a, ar.l, ,ee , 9.ror.1 • P-.• «.e a .. FL COA 90278 ALPINE PIP-- `TPI' tP.n,t.er9. VTCA. •Pc'^'P.•ry ICC' erP IIIialn 11. Krick LIc. Number 70 6hSPACING 24 . 0" JREF- 1W20408 Z44 06/27/ 2017 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR 1bU4U-/1b11 - U (MUM Iray) -UAVIU WttKLY -- Lot ZZ Keagan Pointe - FUZ Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP q2 Dense Webs 4x2 SP N3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X8 2.25 L 1.25 101 W3X8 4.25 L 1.25 131 W3X8 3.00 R 1.25 2-10-8 16.5" 1X3(R) = 3X4 = 3X4 10-6-0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 4.25" 3X4 _ 3X8[101 W=3X4 = 3X4 3X8 = 2X4 III 1-4 0 10-0-0 1X3(R) _ 3X4 3X8[91 _ 3X8 4 6-7-4 DICE 17-4-0 I 23-11-4 Over 3 Supports R=331 W=7.25" R=1515 W=8" R=897 W=6" Note: All Plates Are PLT TYP. Wave 1 X3 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) FT/RT=O%(O%)/O(0) 15 pp fi. 1 7•1 ••Oii1'jr'r-.QTY:3 FL/-/2/-/-/R/- Scale=.3125"/Ft. WOffurt'AR"u m;;,; THIIieiillb TO MOTES 00ooNIXT0113 i.nwINGG nIE INST.l1EN3. 1 I TIC LL 4U.D PSF REF R408-- 73994 Tr.r,,.. r....r.. t ....r n .No...... n.,.I..q. ,n.pplro. .n t.11..q ,n. br«.ro...r.r aM La.a wltl.n ai acsl`<w.•I.p c•••p.n• a s.r.Cy In..r••a.m .y'r.1 ... ouI . r ,.ray pr.a.$M1pr. O.708 1 O p.rr.r•..p lMa. r In .11 Or...M t.gor.ry b ...n. p,r SCSI. oUnl. E+ - t.p CMr• ,n,ll n,w pr.p,rly .tt.cnW'.Cr.ctur.l aMan...p .r.• b.tti cror• ,MI1 r.... . pr•p.rly . r l.l• C.I l l L.t.a.n, ,r...n r., p.r..Mnt Lt.r. r.,tr..na .r ..b, ,ba l .... br.tl.p .n .l oo C TC DL BC DL 10.0 PSF 5.0 PSF DATE 06/27/17 DRW HCUSR408 17178011 nd l 0 2 C AN IrWmMMNY 2400LAeOrupDr. SU11t150 e7, el .r elp. ., .ppl.e..l. —" pl.ta'1. — r.c... true, r... P., K.m ., ,M.r..s. on• Mt« ptn. a... N...r to •r..`n„ 1....1 r.r ,t...r• p'o'. p.,. t..n. AIp. M. . aroro.m .r In .u.la.n. ..p.n.^ , crow L c MI I ma w r.,p. ,..1. r . y aw..t . r Ur.. C. bul 1. M... In CoAN51/IPI 1 .r r.r ng l.np .n.pp.r.p, w1 on 1"1. •1-6.0 N .•..r .... 11a1.4 "1. r•.Irl, IIl.1...•. ...oi rl.. of .r.fN.1.IM1 .rlpinMrl r...sl. l.l I l,y wl.ly rx t11. 0..191 Yle.l. TI..u1tYl l lty Slip ... of t1.1. •r..lng r r .rly .tr %C I. r.•prrulblllty • r tt...1 46-11 .•I.r •.r AMI/Tri I S.t.E. F s', / f•< SIONALl a BC LL TOT.LD. 0.0 PSF 55.0 PSF HC-ENG KD/WHK SEQN- 521913 DUR. FAC. 1.00 FROM CH 6PPAC I NG 24 .0" JREF- 1W204O8 Z44 oduda. FL7:837 FLCOA00278 or e... nr.r..alm ,.. ., Jm , p_n , M , Pro• — tM ....la. I PINE: ...., p. M. ,oN MI l,. arp, WCA' .,OC..M ,y too. ICC: .... .rp illiam H. Krick Llc. Number 70 06/27/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bU45-/7b11 - U (NRlK [ray) -UAVIU WttKLY -- Lot LZ Keagan Pointe — Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP H2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP N3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4 = 1X3(R) as i 0-8-0 T M(R) _ 3X4 i le R=431 W=7.25" R=124 PLF W=17-8-0 W=3X4 = See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 = 23-11-4 Over 2 Supports 3X6 = 3X4 = 2X4 III 1-4 0 10-0-0 Note: All Plates Are 1 X3 Except As Shown. 1R T""„"WrfrNNrN,` Design Crit: FBC2014Res/TPI-2007(STO) H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 •' R r'' TY:1 FL/-/2/-/-/R/- Scale =.3125"/Ft. WARNINGI • R M NO MLLGN All ROM01 THIS ON,NINGI INFMANT•• A=1;I Tills OIINIi LLTOACONtRACTOR3 OOMWING TM INSTALISRS. Truaaa, r«u.ra . .w--t., naro.a.,. •b.pP••9• .^ a.l l.np a— br«.no. ear.. to . rol I Ltwt . elUen a `GCsI`EGu.bl..9 Coaaa .na S.r.ty Inrorwt. br'TPI a.m WCAI r r.ty pl,Ct14 Parrs. a I..,t...... ,b twpor.ry b «.. par M. eun ro . i • _ y Q. 708 1 TIC LL 40.0 PSF TIC OL 10.0 PSF REF R408-- 73995 DATE 06/27/17 ORW KcusRaoa 1717e012 d Lpo AN RWCOMPANY 24MWeOrmpDr. Sulut 151 e P < rre . b..I h .ro •11, .tt«.... ar t.a°:M:;...,, .ro b°tta <,er..b.1I b.... P.<P.: , : r.p. d c•1l l.q L«.dons ,r.o.n r.r p.rwn.na 1•l.r.l rotra.nt .r wb, -... h.w br<.no .nal..I.d`t KS 0 NJ or N o •ppl.c.bla Apply PI•ao to a— !Ice s Grua, •tl «,.loan o al— aM`Jo na 0.a.l.a, «.,, roa.e el.wr.l.. N.I.r ae drw.p• IbGA-2 re, .a..eare pl•N «al alon,'OOV A 1p. ro, • d...f.an or ITb' Nu.ld...p Cc.gonenca croup Inc. ....11 roa w r.apona.bla I wy ,, ,a a>'.•..:a. o..y :r«vq o i,::. tr.,, .n <mr..e.nc...tb ANSVTPI 1. .r r.r b.na...q. ,nlppl.q. ewl .n tl.l. drovl.., or ae..r pa,. Il.tlry "to dra.l..,. IMleate• eee.,teM..? rr rwel..ul eminwrlry re.eer. a blllty wl•ly r•r t b IW 0. Th. ..lt ll lty ..m ow .r twl. .rw1., rar .v .tr.etur• 1. re.pwn10111ty er th. All ldl g Oslo..r per Mal/ml I S-2. T O ` = a'••(..... .••\ I+ tiS 011)Al• IhTI BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF HC-ENG KD/WHK SEQN- 521920 DUR . FAC . 1.00 FROM CH 6PPAC I NG 24 .0" JREF- 1W204O8 Z44 Ofl do.FL J2RJ7 FL COA 110278 F. wr.. nr ...w , anla Job a y.ror.. ro'a p.,..nd ab.,. wb , ALPINE -.- .lp— ro <. "II . tP.n,a..r,: prcA .:,b<...e,.,ary.<w: ICC .... <.•r< are illiam FI. Krick Lic. Number 70 06/27/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ' tlDa4a-/zD11 - a tigan Tray) -UMVIU YFLLILLY -- LOL 49 Keagan rolnce - rua) Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9] W3X8 2.25 L 1.25 10] W3X8 4.25 L 1.25 13] W3X8 3.00 R 1.25 20] W3X6 3.00 R 1.25 23] W4X6 2.75 R 1.25 i 0-8-0 7 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2-10-8 16.5" 16.25" 10-6-0 7-6-0 3X4 = 1X3(R) = 3X4 = 3X4 = 3X8[10] W=3X4 = 3X4 = 3X8 = 2X4 III 3X4 I= lF 6-7-4 sA4 = 3X8[13] = 3X6[20] 4X6[23] 17-0-0 23-7-4 Over 3 Supports — R=333 W=7.25" R=1492 W=8" R=879 H=H1 1-4 0 10-0-0 Note: All Plates Are 1 X3 Except As Shown. AmNlNll4nl""'y,, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 • ` TY:4 FL/-/2/-/-/R/- Scale=.3125"/Ft. ARNINGI•• AFRO AND FOLLOO ALL M M ON THIS OANIM:I IM•OIITANr•• FLIMISN THIS o ing TO ALL CONINARONS IIICWOIM: THE IIRYALLtR5. r y TC LL 40.0 PSF REF R408-- 73996 ALP 0 AN rrw QOMMNY 2400LikeOnageDr.Smm 150 Orlando. FL 32837 FLCOA00278 rl•Nftr••YN.n •r PCSI"lullO.-'C c•U n,, N•n•I.ng, ,L.PP.n,. .. tal.nl, •..a O K•ng N`r•r Is • roll S•r•ty b.rx..l..- -y'TPI ..n .•ICAI`r.. . y Pr«<.< Pr. q c .« r...<c. •,., lmca l•r, ,n l l Prw.w l..Por.ry -r«,.q P.r ,Cv t.a o, mcw • Pr.P•rly . <l.•. •lrPct r... ..:- n.rq ..n -.C<•. cbr• sM 11 - • Prsi,l, • ' o a":°l''," ... ,1.. Is, P.r..n. l"l•c.ra' :.I, . .l •, ..., , .11 N••. u..a.n, .n,la 1.C" I CS O •r 810 •ppl.u01. Apply Pi•l•, to ••'l.'r«• •r lru , •+a POSl loon a ,I.o. •PO.• M`;o l 0•..11.. ,•..... .lw •1....,. A...r .... IWA : r•r',l...r• Pla. P•,.1.• , A1P.^a. , s.v.f.m ar I1• W.IU.ng Caron• ,Group lr.< N•11 rol m r•,pon,.01. r ... ...lion I Y r•.lu•. t. Ou11• cM cru„ In cw. •r-.nc...ln ANSI/IPI 1 or rur l.• l' ., ,n.pp..q. x.11.1,.n A pr«..q or cr.n,o,. ss.l .n this sreving of ....r .,o. listing tills arwlnolwsls.l.s s-tPtsln. sr Prers 1-1 algI Ing r.. P.s NIllty —1.1y r.r w O..lo. Ylo.. Tin sU,—.l1ty and w .r Nb srs.ln, r., .ny Kr"ttur. 1. r.. P.l`b Icy .r tIw ol111A1ng o..1o..r P.r ANSIAPI 1 S.t.2. F• r «r• lnr.r-•llw , 1, ll.l, jaa , g•n•r•l ..o , P", •n• cn.,. -.. ,.c., ALPINE --- •. P.—.— <•.. ml ..-'P.n•l.or,. NTCA---.•a<.n.u.lry.<•.. ICC ..-.. .•r, 0. 7 8 , 3 i T @ A ` 1 • f l_••..,,,,,,, . G 4VEISdoALENAy. s"l 1 illiam H Krick Lic. Number 70 TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DATE 06/27/17 DRW HCUse408 17178013 HC- ENG KD/WHK SEQN- 521924 OUR. FAC. 1 .00 FROM CH 6ISPAC I NG 24.0" JREF- 1W20408_Z44 06/ 27/2017 THIS OYG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1ba4a-/1511 - U (MUH Iray) -UAVIU WttKLY -- Lot ZZ Heagan Pointe - 1-U4 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.21" OL: 0.43". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W4X6 2.75 L 1.25 14] W4X6 2.75 R 1.25 See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3.75 J" I9-3-0 [ 9-3-0 3X6 2X4 III 3X6 = 1 X3 III 3X4 = 1 X3 III 1 X3 III 3X4 = 1 X3 III W=3X4 1= 2X4 III bim 1 itI..,I I••I `0 1 1 l LIE 19-7-12 Over 2 Supports R=884 U=91 R=884 U=91 W=6" H=H1 PLT TYP. Wave Crit: FDesign BC2014Res/TPI-2007( STD) FT/RT=O%(O%)/O(0) 15 y1NINI W IfINy1 P •H' ` TY:7 FL/-/2/-/-/R/- Scale=.375"/Ft. MARNINGI •• ALTO AID F0W011All MOTES 0A THIS C WIMsl IMPORTANT•• nwisy MIS MINNOWla, OWTOAaoylyAcrmIMMWINo TIM IIRTMaAGS. TC LL 20.0 PSF REF R408-- 73997 4 I 1IIrr44 JJ. JJJ aIIIUL„J117 U O AN RW WMPA,HY 2400 LJLC DraIlBe Or, SIUN 150 Odaldo.FL 12877 FL COA W 278 rr,,,w, r«P.r. < w..r..n r.•r,<.a.ey, rorol.p. ,n.PP,..o. .n a•II„q .. • «.. A,r r a• I, aro I. c..t «.<.• a:`acsl`Iw.1•,ny cP.•• .na s.r.ay tor• •.t.•n •y'r•I . • •rc.I`r,r ,.r.t; Pr«al< `yrl p•r r•r•,ny crow• I,,,< •n,. In,a,l I,r, ,n,11 P—L'" l.,Por,ry •r«,ny wr .Csl ap <n, r0 I n, , Prw,rly ,cc«n« ,tru<cur,1 ,b•tn,.q «w Iwttw car• •n•11 n•w . Prewrly r1y1• . I, lec.al w, ,Lwn r•r ,.r.,roet La.r.I r., .,n •r ..•, .I I n.w •r«1„y I.,a.I I•C`s' a.•n• y0 —1 •f •PPI,c,bl, APPIr PI,a„ a• .i<n r«• • r ar —1 Ps,aeo.., ,Iw.,. ••,w 1j'° aM Jolnc0.c,1,,. v.lw, roa« a '..lu R.I., asarw,ny, ,6011-2 ror ,a•M,ra PI,a• Po„a.on, AIP.ro. , ,,.,,,. „ ,,. w,I•. C,..- -..t, Gr•w Iro —I1 roa „ r„P•ro.•I• , rwl,q, • ny ru lav, a• 0•Ib lM rto, In <onf«•,ro• ., n ANsI/rPl 1. •r Ier n«,allny, ,nl W.ro. n,t• I I.a„n A •r«. •r cr.,,.,. wl •n aAl• 711*1yy • r an,•r pOA tl•cl. vol.h.ZRR" IA•11• R ••••PT0d- •r Pr•f•••I•I,•1 t,ylnwrlp r••ysr,• IOl l ltr ••Hlr rw W .••lye .we.,. n. rlcI S-2 w w of twl• •rwlp I— Aer KrY<Tw 1• r••P,•IOIIITy •r tn, wll•Ip O,•Iyror Mr AIISI rtPI 1 STc.l. ror .or• . nr alw ... anh J<•', y.ror.I ro , Ps, —I cos. we .Its ALPINE -.- .IP— c• a-. MI --- ,Pest • 4. `rCA---.*=.n°n,ary <•-. ICC -... .Pry o. 708 1 S T O Q IFS'•..,,,,, ..• A a MINyNt illiam H. Krick Lic. Number 70 TC OL BC OL BC LL TOT. LD. 1 5. 0 PSF 10.0 PSF 0.0 PSF 45.0 PSF DATE 06/ 27 / 1 7 DRW HCUSR408 17178014 HC-ENG KD/WHK SEQN- 521931 OUR . FAC . 1.25 FROM CH 6PPAC I NG 24.0 JREF- 1W20408 Z44 06/27/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 1,10040-/1011 - 0 (M0K Tray) -UAVIU wCCRLY -- LOC LL Keagan rointe - ru4AJ Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP M3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X4 = See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 a 3X4 lffliimimimimimi im . 0PA'0110 !"or 2X4 III 3X4 = W=3X4 = 3X4 = 2X4 III 19-7-12 Over Continuous Support 31-1 R=90 PLF U=9 PLF W=19-7-12 Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 pM+1O"'"'w'rinnnJ 1TY:1 FL/-/2/-/-/R/- Scale=.375"/Ft. fARNINGI" KAO MW FOLLN MML ROM a THIS OIOwIKI IiONTANT" AMISH THIS O 11141a TOLL OOnNKfm INCLJNIINO,NE INLalNi.fTANO e1 TC LL 20.0 PSF REF R408-- 73998 LP0 AN rtw ooMRWY 2J00LateOnnBe@, Sulu I30 Trwsas rwulre eRraw care n r•pr, wa+na. MMlmy, ,e,ee ,q, Imc•Il l,y •ee br,., aerar l loll S l wlala. er ac51 <W.e.y Ce.oe•nt S•r•ar Inrere•ale. er Iel .,.e arc., rer ..r.lr .% «' erl h o. 708 1 y• oe.o•.,ny lM,• r,•,<a.on• Ima•11•r, ,eel l vrw •e• awe•r•rr br«„p p•r ac51. llnlo, 1 ea -d •e•11 e•,e erewrlr . «e.o ,lr <lera .e..<el q ... belle. <Mre w... e•.e . •re-:, c•, I,na. L«a.m, „vnl r•r wr..,..nl 1•l•r•1 re,lr•Inl or wb, ,e•11 Mw br«I„a I ...... la leel lb'.S t, w• a7. O •r aloe,;, •.plwble, belt fella, to a«e r«e or are„ •,m w„coo.., slw..bove lM Jelnl 0•le,l,, .nl nolee •aMr.„e. Refer ae erwlna, 140.-2 rer sa.a.re •1•le ee•la.en, e : S T O e, .„ o er ITa ae.l<, • fF roespwenl, Grow Inc. ,MII nal m rewon,lele r •nr ewl•llw reO . w... •^ Y f•J ure l• belle aM ar•„ In conlereo.ce •Ite .NS VrVI 1, er rer Meallro. ,e,w L.a. ' lei . l.en. br«,nF er lr.,,e, /C ' , ,,.•'G 1n•••Ilw YII• arwlp er e•rer vea• 11•<I,la NI• arwlp, Inalb•W weNt.ne. of yMMaerl•1 .rlElnwrl _p` elan . er dl ew101 •Ileeo. NSI o,l <•b —Z •^. w er NI• erwlp for Mr Kr,iWr• I A S/O AIA r••aer,•Iblll<r :*,I* rwFa,. wnlq eF w OuneleO Oplan•r wr AAsITI t $.c.E. wrl l 1 TC OL BC OL BC LL TOT. L0. 15. 0 PSF 10. 0 PSF 0. 0 PSF 45. 0 PSF DATE 06/27 / 1 7 ORW Hcusaaoe nneo7s HC- ENG KD/WHK SEQN- 521938 DUR. FAC. 1.25 FROM CH 16jSPAC I NG 24.0" JREF- 1W20408 Z44 Odaido.FL 11317 FLCOA1* 278 For w.• Inro.wllw , lei, Job , g•n•.•1 .w , vro. •^e ae.,e we , ALPINE ... . le.,w.l. <w: r.l: .. era. WK....b<,,.en,<rr <w. Icc: I.le .era illiam 11 Krick LIc. Number 70 06/ 27/2017 THIS OIIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR L 10040-/1011 - 0 LmesK Tray) -UwvIU wttKLT -- Lot t[ Keagan rolnte - rua Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.32" DL: 0.21". See detail BEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up 0-8-0 7- 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 31 W3X6 1.25 L 1.25 71 W3X8 3.75 L 1.25 151 W3X8 3.75 R 1.25 15.5" 9-0-0 -1 J_ 9-0-0 1 X3 III 1 X3 ul 3X10 = 1 X3 (R) = 3X10 1 X3 III 3X4 = 1 X3 Iu3X4 = 1 X3 ul W=3X4 2X4 III FFPPP seis i ei 1X3(R) 3X6[31 R=1047 W=7.25" 3X8 19-3-8 Over 2 Supports 311 R=1061 W=6.75" 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) M I' PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 / ` 1TY:1 FL/-/2/-/-/R/- Scale=.375"/Ft. ARN IING NEAR AND FOLL.ON ALL MOTES ON THIS ORAN11101 TC LL 40.0 PSFIBFORTANT•• F91011; THIS DIAMOND TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7 REF R408 - - 73999 Trvss•a r•Wr. •.trot c I, .n rwr.c•i m9. ..MIa.9. ,..pp.n9, ae,Nll.ng .r.d •r«.np. R.I., to . roll % 8I.t•ft wlt.•n er acs. (Bu.Id.n9 C•.ponani 5.r•cy Inror•.t...., .y TPI . NIC.1 r .r•tr pr«t." pr. 0• • Ov TIC DL 10.0 PSF DATE 06/26/ 1 7 p.w.o..—'..yp.r OCSI r LLay, nol« . A cep c Pro M.11"..w pr•wrly .R«Mil Kr..eWr.1 ..•K..ng ..q b.ccw cord •MI I . • Or•p•rly . 'yam[. r.9•.M1c•.I.ng L«•t.•n, ,M.n der p•r•w.nt 1•t.r•1 r•,tr.. t •I w., a..11 h.....r .Q .n,t.1 «t • M.s ' BC DL 5.0 PSF DRW HCUSR408 17177AK4 t.ws 07 A or Blo.", .ppl w.Ol.. APPLY `.tile to .«I. Lt. or I., , r.d pof to ., , Mw. .ew• tM ,..nt 9pt.1I,. nat.p •t.• a,.. R.I., t• p.w.n9, 1.9..Z .pr',t. bI pIII pp,.t. 1 S T O BC LL 0.0 PSF HC-ENG KD/DFAlp.ne. • d.e. •.en or ITV Bu.ld.ng Co.por.ene• Group Inc ..11 wt t1 rowon•..1. r .ny •ee.•t..n r , i drw... .ny r..lur• to Oulld tM truss .n can •r•.nc. •.t. ANSI/TPI 1, •r Ier Mndl.ng. ,..pp.ng •• • AN rrwmMRWY t.11.t.on ..r«.ng •r trp,w, .c ,.••' TOT. LD. 55.0 PSF SEQN- 518552 will en "l• drawing •r w R.B. I bclng till. drwlng. I"1— wwR_ •r P.rw.lw•I "1 *1 r.ww•IOIIIcy wl.ly F., V.. Onls..1—n. TM .ul t.Nll icy .I.d e.. •r "1. drwln9 r•r any .erneew• , DUR. FAC. 1 .00 FROM CHb100LLLeOMEKDT,$WRIio rwLilind llty •r the Building On101•r wr ANSI/Ml 1 3-2. Odu&FL 32337 Tor -1.nr Iw ., Iw 9w•' r.l m , P•9• .nil 1M,. we ,.— FLCOANo278 ALPINE .Ip• 1C. c~cM `aP••.ct or9. RCA ICC •r9 illiam 1-1 Krick LIc. Number 70 6FSPAC ING 24.0" JREF- 1W20408 Z44 06/27/2017 THIS OYG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bd4U-//,11 - tS (M16K Iray) -UAVIU WttKLT -- Lot ZZ Keagarl Pointe - FUb) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP q2 Dense Bot chord 4x2 SP q2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.11" DL: 0.24". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss must be Installed as shown with top chord up. 16" 8-0-0 6-4-4 M(R) 0 3X6 m 3X4 a 3X4 a 3X6 = M(R) u 3X6 3X6 M(R) 3X6 as 3X4 15-8-4 Over 2 Supports R=695 U=69 W=7.25" R=697 U=68 W=5" Note: All Plates Are 1 X3 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15 A1•J05101,'•OAT/4QTY:2 FL/-/2/-/-/R/- Scale=.5"/Ft. Iw01nMR • FIIY Nis11 THIS inliti Two PAL C01rtAU wt rmTM INCIMiw ;,a IrsruUaa. f I 'y TIC LL 20.0 PSF REF R408-- 74000 Tru,•.• rpu,r• • crew ur• m r.pr w.w,q, nwl,.q. •n,pp„q. ,naa.11,ry .ro srax,ro rol l • s a ..,wpn or acsl <ti.la..q Cp w...a s.war lnrp,.alw.. sr rvl .n. -C.) . , ..-L, p•.aal • sr, r O. 708 ; TIC DL 15.0 PSF DATE 06/27/17e•w.a..,.q a • rlpc a,on, In,a...... ,F.11 Prw... a...P,r.rr Or.c,ro Wr SCSI ollnl.,, - p tap <ror. • "•' • Pr 11y • .cro. sar,cc r.1 •M•an,np w twaao. <ror. • h.w . 11y . 1,rq" «,U pn, ww.a for p.r.w,•nC l.a.r•1 rgV•Inl p/ wp ,n•11 n.v..r.<Lq nata— "S s _ BC DL 10.0 PSF DRW HCUSR408 17178016 rnI1I ll^I I , A2 A) or A10. ., •ppl,<.pl• Apply p..lp, co •cn r•c• pr l ww W,1Nm ., ,row. ICY O .tj. na o...... 01.,, roa.. pans.,,. N.:.r ae .r , 160A•2 .or ,twW.r. p1 . p••1 a,.n•. d IUJ n P S T O ; Q BC LL 0.0 PSF HC-ENG KD/WHK A Ip1 ro. • r 11ti Au,l.,,q Cogp,l.nca Gr I— roll rol tw rpapw.„F1p r . n' •—,•lion r i w i r.•,r,p, .nr'.•,Ipr• tp I. tM r con • •,an AN51/1P1 1 or I.r .M n,pp,p •. I"•- . AN rrw COMPANY .1..a,w 6 —,..P p. arp„p,. ,cF •.•.. Iat1TOT. LD. 45.0 PSF SEQN- 518531 An,..Al t.1 tNl..r I'l; of ..•.r SO" I l.tlnp "IA rwlp. IM Ip.t.. aaNNNrt.11...f Pr.f..•Iwl wl lrwr lr0 r.. Pwglllt] V.ly r.r w -.4pn alpwl. rro .ulCYlllar .^. p...r "1. 11-4.0 I., .nr K„Ctpr. 1. Ss 1. EN DUR . FAC . 1 25 FROM CH 24MLakeQwrOr. SWIt 150 r••pw1•lalllq or trw wllalry D.•Io1.r P.r ANSI/171 I S.c 2, 0doulO, FL 22827 Fp ,or. ,nlpry— ,.. „ Jae', g.ror.l roa., P.p..n• aro•• w0 , ' FLCOA90273 ALPINE .lpin — < . Wl' ... 1pin--g WCA: •....p<,Mu.arr < . ICC prY illiam li. Krick Lic. Nulnbcr 70 6hSPAC I NG 24.0" JREF- 1W20408 Z44 06/ 27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LTbn4a-/7D1I - IS LMOK Iray) -uAVIu WI IT -- Lot cc Keagan rolnte - ruam) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP N3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 = 1X3(R) Webs are square cut except dbl diagonals or as otherwise shown. 140 mph wind, 15.00 ft mean III ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DII psf, wind BC OlI psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss must be Installed as shown with top chord up. 1X3(R) L ' L . L . E E L . L 1, 11 E——E i i i i i i i I/IIE i 1X3(R) =_ 3X4 - R=89 PLF U=9 PLF W=15-8-4 2X4 III 15-8-4 Over Continuous Support Bpi Note: All Plates Are 1 X3 Except As Shown. ,rlr+""""'wraa,,,ry/ Design IFBC2014Res/TPI-2007(STD) pp 1 H, PLT TYP. Wave FT/RT=096(096)/0(0) 15 0 /`'"QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. ARNINGI•• OW AM Fou" ALL WTES on MIS mmowl1 TC LL 20.0 PSF REF R408-- 74001IWOIRMIRpe, 11 MIS MMIao TO All aalaActoaS IMMWIa6 711E IIISiALLER•. I rmr,c.a,ng,PP, e. In t.11„p .n. br.c„q. a.r.r a.. .oil CagonI S...ty I.r.r.yt,.n by'1Pl ..,. .'ICAI ror , .q Orac l+ , Oryo r O. 7D8 1 [ TC OL 15.0 PSF DATE 06/27/17 p.rf or.,.y tMa. r Imta Lr, ,na1 Pro",.. lspogry b K,ro P.r .C51 Vnlos roles a S DRW HcusRsoa nneon nall n.v. Prap.rly • xnw str"ct ra sM b.,u •,,. eoKa c ore , 1 b.v. , Prob.rlyr,a,d" °I Loc.am, .ob, ; . bra„ , to I..` BC DL 10.0 PSFP.r..n.nt"La.ra': a7. or .10 as .oId —h la Apply la '1,'rIGI trb s'I.rl,.b.•„town ., arnw', aM`Jo nt P.ta,l,, .• .,t,.n; rot.. otn.r.,a. a. r.r co .rs, 160A-Z ror'ataro,r. S T O HC-ENG KD/WHKdPO I.ta. nl.ff Pl.a. m A IP If ITt M„I.,ny Co.ponon tf Group Inc Hall rot M r•spona,bl. I any .ea,.t,on • BC LL 0.0 PSF q any r.,lbr. to bu,l. tM trva. ,n cw, or.anca .,ln ANSI/1 PI 1, or I.r na,Ml,rq, .n, pp,,,p AI"a- • AN nwC7DMPANY 1 .t,.n . br«„ .. tr,,., 4 a'••.; •• a 1 , .• ' TOT. LD. 45.0 PSF SEQN- 518613 11..repyIIIF .r —1 p.y. I l.tlrg till. Ill -I t IwCle.t.. •OOIFtYIb. be pr.fw.l wl Mlal—,r llq r....n. 1.111ty M1.ly f.r W ~w .npw1. Th. .Plttlllle, •na — .I "1. 4-1.9 r.,.tr,CiPr. 1. r..p.n.lblllty .e the WIIAIry p..lv,.r I ANSI/RI 1 S—Z, SIONAL DUR. FAC. 1.25 FROM CH 2400LzUOra Fe Dr. Suite lxl 4"'8"' I NG 24 JREF- 1W20408 Z44Odendo. FL 32877 car .r. ,,.r ..aw aaa „ i b . yan.ra . P.u..n. u,.....b ry. FL COA W278 ALPINE .IP,n.,t. Wtvc. ... ,«,,,."ary t I«' •r. illiam H. Krick Lic Number 70 61SPAC .0" 06/ 27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOAOS I DIMENSIONS) SUBMITTED BY TRUSS MFR. ' lba49-/7511 - F! (MUK [ray) -UAVIU WttKLY -- Lot 2L Reagan Pointe - 1-U7 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bet chord 4x2 SP N2 Dense Webs 4x2 SP N3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 3] W3X4 1.25 L 1.25 i 0-8-0 1 X3 III 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20.75" 5-4-8 5-4-8 1 X3 (R) = 3X6 = 1 X3 III 1 X3 Ill 3X6 = 2X4 11 L 1X3(R) 3X6 = 3X4[3] 12-5-12 Over 2 Supports 301 R=672 W=7.25" R=687 W=8.485" Design Cr i t: FBC2014Res/TP I -2007 (STD) pp N1 H. ,,o 1X3(R) 3X6 = 3X4[3] 12-5-12 Over 2 Supports 301 R=672 W=7.25" R=687 W=8.485" Design Cr i t: FBC2014Res/TP I -2007 (STD) pp N1 H. ,,o PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 7Js ••O,OYj 0TY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. 7AIININGI'• IOEM AM FOLLOW ALL NOTES ON THIS OMNINGI i TIC LL 40.0 PSF REF R408-- 74002IWWTANT•• nml,a,al,o1,,,.IrGy,,,,ie,I.aAcr„I"ow1G,acl,,,,,uull,. 1 rr.,,an r..u.r. • a.•r u.• m r.er.<.u.y. b.Ml..p, ,m.o.••a. .n as l...G «.e er.c...q Mro. a. ••8 ••1I La..a .en.e •r xsl (G."." C..P.. a s.r.ar In..r..alen, er'IPI . • aaul r r ..r.ay o..ca.$ .Pr. r.. I..—...... I NGSI eli.l•„ 0. 7.08 TIC DL 10.0 PSF GATE 06/26/ 1 7 rhr...q a . ,, . M.I ye.... la.y y a • _ qr w <Mr. . •II n:,. Pr.P..lnaa•<M..a. ea.r...•..a . o ... e•awa. <M.. W. .... Pr.P.•lr < r ly.tl ..Il.q. Loc.a.•n, !.r wr....na 1•l•r.. r.,lr..nl O. f1..11 . er•c l..y . •IIW a BC OL 5.0 PSF ORW HcusRaoe 171 nAw c..`rn r.<..r ar. , .., w,.aQon .. ,Mw. •e. aMaJ•''na 0.a•.I, v.I.ss'n•l.. •aMr.... a•I•r a• .rw.n , I.pA-2 r•r'.a•rWr. al•N w,.a.•n, P S T O HC-ENG KD/DFdO La.. IP..v. • ..•.,.on or In W.I..nP C..P..wn . G...o Inc .MI1 noa 0• r..P.n..•I• r .^Y .ay..a. on I BC LL 0.0 PSF AN Ir W CMMP&NY r w.n.. •nr 4Jur. t. W.l. -. a.... 1n can .r..m• .. n .NSI/f 1 1. .. r.r pr..I.ry. .n.wlN• i 1 G\ n,a.I I.a..n . er«..q .r ar.,,., n •• sS/ • TOT . LD . 55.0 PSF SEQN- 518555 A wl M "I..r—I..G •r <e.•r P.N• I I.tl.@ t1.,• er•.I.O. Iftl • • eet•Po , er PMr•••1~ ovinwrl r••e.n•la 1lty ••I•ly -.IV. a.wn. rs wlt.Yl l ltl..••e .• e! Nb .r•.Lq for ..r Kr.ewr• 1• E`- O AIr DUR FAC 1.00 FROM CH 2400 Lake 0aw Dr. Sollc I50 r•wa..10111 ty •r .I.• I•I,.I.g Osl r pr ANSI/Ml r S.<.7. 1' 4 I NG 24 JREF- 1W20408_Z44011.ndo.FL 31337 F..—r..n..r....n .. J—,. y......I . P•G.... an... we ..a.. n....ary.<... 1 FL COA A0278 ALPINE ....IP.....a..<..•` Fro' P.n,a..... WCA Ice .... ..r. illiam H. Krick Lic. Number 70 6ISPAC .0" 06/27/2017 THIS OYG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bt14t1-/1b11 - U kNIUK Iray) -UAVIU wttKLY -- Lot 2L Keagan Pointe - rua ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 1 0-8-0 7— 1 X3 IU See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be Installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT SITE 4] W3X4 2.25 L 1.25 81 W3X4 1.25 L 1.25 10] W3X4 1.25 R 1.25 5-4-8 27.5" 2-10-8 M(R) a 3X4[4] 1 X3 III 3X4 [8] t= 1X3 III 1X3(R) 0-8-0 F_ A 3X4 = 1 X3 III M(R) 3X4[10] _ M(R) 3X4 Le 10-6-8 Over 2 Supports R=566 W=7.25" R=566 W=7.25" H. Design Crit: FBC2014Res/TPI-2007(STD) Min1PLTTYP. Wave FT/RT=O%(O%)/O(0) 15•• j QTY:2 FL/-/2/-/-/R/- Scale=.5"/Ft. MARNINGI•• rim AND FOLLOM ALL IMES ON INIS O111 MIMGI IMPMAMr•• nM11113N THIS OWING TO ALL cownucrm IAIftlm1119 THE 11111TALIAGS. Tru,w, r«u•r, a a ,w •re n !•br.c•a•rq, MnOl .rp, fn. w•n9, .n a•11 ••q .M a «..p. Mar r to .r•11 a ,E•al•n a,`Mcs1`(w•••.9 Coobo ,na s...ar 1n,e,..a•on, by IN .,.P 9TG ,`,e, ,.r.a> Pr«a• , Pr, o•v.•ee...p a Irot.. bra ,. . Orw•w aw•er.ry a «•nP p,r O[sl. On.. roaw •a a.r jlo. 8 110s 3TIC LL 40. 0 PSF TC DL 1 0.0 PSF REF R408-- 74003 DATE 06/26/ 1 7 DRW HCUSR408 17177AKO a 1 0 AN IrwgDMR NY 240OLlAeOrmseDr, S...150 M.• .Mllnn... ro • «w.a •c...c< •....0 .w m <M,e •M11 n . o«.rly .c 1. <.....aL_-- F„ .qL«, wnona".,n... n «lry •n a....• a•on, Py. O or BI9. .f .PP•<el, APPly P,,, to .KF I«aI.","11 vs, .r.• ws•loan ., ,...w. ww .ro M• J• Ina 0.t.11,. unl•,• nal« eaM,e.,•. A,I•r to Erwlnpf Ib9A-! (•r ,arb.re Pl,a• Oe••t•en. A.P•• w. • •.e.,•.•.., II..,,..e..•a e.«w.n , Gr.w 1ne. ,b.I. noa w ,.,P.n,.b., . «.y aw..a•on , J,.,•n9. • ny LUur, t• bulb lM a,•.. .. <on lom.«• ,• n ANSI/TPI 1 or .o, nra.vq, ,n•pP•np. n,a....... er«•.•P ., ar•.,,,, wool •n V.1• Ar I.IP O e.•er P4, Il.any V.I. 9roolne. Indliltw •b<MLP.I1• of Pnree 1-1 • Vo— I r•,Ponolblllay oo1,1y I, V.. doo1w VlwM ." n. TM .•a ,... of IIH. Erwlro Per t..p •{raOtur• to r•.Por.olblllcy or •No 0.1 d•m Owlowr ARSI/rFI I S« 2. M S T O Q` Aa/ y ` I, •, ..\.l f/ PP'' A SC DL 5. 0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF HC-ENG KD/WHK SEQN- 739345 DUR. FAC. 1.00 FROM RF.o, W I NG24. 0" JREF- 1W204O8_Z44 Odar&FL 1:377FLCOA40278F., w,. lnr, Ilse ,.. anh Jw•, 9•n,•.• —1— b". — an.., ..b .11.s ALPIOE. --- •IP•n-.a- < w: "I -"- aP.n,•.er9:.TC.: •-- ^ary.<a, Icc= ".•. • a dliam II. Krick Lic. Nwnber MOW 06/27/2017 THIS OEIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bE14U-/7511 - 13 (MtIK [ray) -UAVIU WttKLY -- Lot ZZ Keagan Pointe - 1-USA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP N3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1 0-8-0 T 3X4 _ 1X3(R) _ 1X3(R) = 3X4 = Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 10-6-8 Over Continuous Support R=108 PLF W=10-6-8 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 MARK INGI•• NEAO no FOLLON ALL MOTES ON THIS OMNINGI IiONTANT•• FWNI3N THIS DRIVING TO ALL CONTRACTORS INOlIOING THE INSTALLERS. T!u r«u.rf a Iebr.cet..q. neM l.np, n. W.eY, tell.rq erq a «..q NaI r le • I. aM 1 l ••.t.on OrraIC31<(Rul le.rq Cayenent S•Iety InI byf lPl eM RTClltr/•r felety Or.cc. f I o grrore..q t e lunca.enf. Infullere f c•.Per•.y s «.ry pfr RCS1. Onl• pftn..NHorend ee Mra fnell n • preprly tap'd fnell n ope • prrly • tMe oc 1tr«lure l r.N.a p.l.nN. L«et.onf flsnlor pr••n•nl IeNrel r•ftr•Int eIt Ofcanell Mw br«Inp IMael l•at aaM t. enf NO. N1 er N10 ea eppl webla Apply plot,, to a«net «I• q-I tr end o•f rtQon Jo.ntOete.lf v.less MW —io w. R•Ier to arwlnpf IbOA-2 !er Tarboro p1eN ppf ltlenf. 1 0 AN IrW apMPYWY as , Ip. na. . e.v.f.an er I1• Nu.la.rq CtrDananb Groap Inc n a ea rafp•na. bla ! any aw.61w I w.nN e^Y re.l ure co build aM truff .n o Bence eltn NISI/rPl 1 r Iur nergl.np fnlpplp 1Maa let. on a br«.np or o-vafaf MI •w " 1• •r—IrN •raRAN• II•tlly talro1•t••paall•• of p•«•I—1 "I---ll 1hnua• r••p•n•INlllty waerr 2400WAOriageOr.Suite 150 r•• Iblllty or t RaII•InN OeelNryr per ANSI/TPI I Sec 2. Odanda.FL 12937 Far ewe Inrprfu .m . f Job', N•noel n• f Oep• one tno• wb slco: sw FL COA MO 278 ALPINE ..to 1M1te.<w ` TPI tp.ma q. NTCA: w.. . wary.<s; ICC: a b. fore —t, H. 1 1X3(R) _ 0-8-0 1- 4- 0 T— +1 - - 1X3(R) _ a I v Q a OIVAL. iam 1- I. Krick Lic. Number1 FL/-/2/-/-/ R/- TC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 U PPAC I NG 24. 0" Scale=.5"/Ft. REF R408-- 74004 DATE 06/26/ 17 DRW HCUSR408 17177AJZ HC-ENG KD/DF SEQN- 518564 FROM CH JREF- 1W20408_Z44 06/27/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. l I0oV0-//,11 - 0 (m0K Tray) -UAVIU wCCRLT -- LOt LL Keagan rolnte - ruv J Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 10.31 BC- From 160 plf at 0.00 to 160 plf at 4.04 BC- From 10 plf at 4.04 to 10 plf at 10.31 1 0-8-0 T 1X3 III See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4) W4X6 3.00 L 1.25 4-6-0 1 18.75" -4-8 1X3(R) = 4X6[41 = 1X3 ul 1X3 In 3X6 1= 2X4 In II kL., .. a,o 1X3(R) 3X6 = 3X6 10-5-4 Over 2 Supports R=1051 W=7.25" R=690 W=6" Design Crit: FBC2014Res/TPI-2007(STD) __,,.• H:, iQj''.4 PLT TYP. Wave FT/RT=096(096)/0(0) 15. `B3'+ •.f}JY:3 FL/-/2/-/-/R/- Scale=.5"/Ft. 7ARNINGI•• WO AM FOUN All WTES 0 IHis DUN 01 IMIVWTAIR•• nga13N 7NIS agA/IIA: 10 ALL COgTgACTOqs IIICll01IN THE IIISTALI[RS. Tre„e, r.•,,.re . a .w .r... rwr.c.a.na. «wl..q. ,«.oe.na..n a.l I.ro .M •r«.n,. q...r a. wiu11 aM 1 •a eelal•n or .Cslc<W.1•..q Ceopo^•^c of, 1^ror.,clon. ey'T•I w • CA) ror wr,ay •... c,C Io p•r lor•..q a ,• (vca.ona In,a.11.1. ,«.11 -w l..aor•ry •r•c..• qr .CSI. Ynl•aa no •aM o. 708 TC LL 40.0 PSF TC OL 10.0 PSF REF R408-- 74005 DATE 06/26/17 ORW rlcusRaoe nmaxi OYIrr1117d 19 ANfrWOOMPANY 24MLaLeOrugeDr.Smle I50 ecM.• .«.11"... yree.rly tt-- .ar a r....++a«.e.a:w «•r .«. v «.... • r.q..y r. y.• •.1.np L«+a.on, , for p•r.•r.+na I+l+r+l r+, .. O, 11 «. •r•c..q . 11.• a S S ., er .10. .. •pel.c•bl• Apply a to ao e.« ;•caper aru,a w q•,.aoen ., aMw. •eow aMaJolna 0.a,11,. v.l o,• noaee oaMr..+, q,r.r to arwl.ga IBOA-2 rer xw,r• of •a. po+.alan, M p..w. • •.a.,.on or IO Wn•..q Cewo.an s Group Inc « a w rawo'.,•bb r •ny •aa.•a.on r w r•+.. p, •ny r•.lur+ ao W.1• aM are„ In con or•anca .la« ANSI/rpl 1 or for «•.. iI ,«Ipp.nq n, a.11.a.en A •r.c...G •r ara,,., a 1 M eN1• Crw1«* K w+•r p•y 11• 1.4 the •rwlny, IMI— .bbi,_. or r• wr.•wulcy w1•q rr w ..1p a.•.n. «ylwr1 r.. pen•1e111cyw11•Ip O••10.•r p.r AASImI T Sw.x. l S T O ip tF ''•••• •'' • G\ SpNA1Th. wENJN6i u+ u BC OL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF HC- ENG KO/OF SEQN- 518584 DUR. FAC. 1.00 FROM CH 6hSPACING 24.0 " JREF— 1W20408 Z44 OdxWo.FL ran FLCOA0027, Fer wr• Inrer•+a.on , «., job'I " •r•1 ..e 1 P"I M a«•,• w• ,1i•, ALPINE •Ip.ne.a• • "I e•-.a..^ .•'TCA •y.. • 'cc. era William H Krick Lic. Number 70 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. , IOO98-//,II - 0 (MOK or Value Set: 13B (Effective Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 UAVIU wttKLT -- LOL LL Keagan Yo1nre - rlu ) Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3.375" Typ. 3X4 1X3(R) 2X4 III 1 0-8-0 10-0-0 3X4 = 1X3(R) 1 X3 10 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required. by others Truss must be installed as shown with top chord up. 7-4 Over 2 Su o R=128 W=7.25" R=144 PLT TYP. Wave H=H1 Design Cr i t: FBC2014Res/TP I -2007 (STD) FT/RT=O%(O%)/O(0) 15. p oNlmwenayry/ r P` ..•H: !fiQz_ 3•f i • .,;00j- Y:4 FL/-/2/-/-/R/- Scale=.5"/Ft. wARNIAIGI•• IMAG AN FGLLGM ALL Mons ON THIS oIUMINGI IWVUANF•• FUIIISH THIs IMAMIIM To ALL cowntAcrM INCLUDING THE 111VALLEA7. a aN.rl arw a,m or .CSI<•w.Ia,rrc. c.0 p. n•m Lp, •n. pp. n.. ... as Lro ...• sr.<f.q A.r,r ao ....loll w ........na S•r.ar Inror..a.o. ertTPI .... WCA) . ...cr Pr.<a.<.e .r. c .. q a .n In,a.I l.., , .II . w a....r.rr a .<.n...r KSI `V.I- noa.. . 0. 708 TC LL TIC DL 40.0 PSF 1 0.0 PSF REF R408 - - 7 4006 DATE 06/26/ 1 7 DRW Hcusa408 17177A)w d O, rw..e... rs19 AN ffYV mMIYWY 24MLsAeOrsnreDI.SWIe150 len...r.,—", .aa.<ew ,ar.ca.r•I ,n..cn..q «.. eoaa. <M.. ,...n e.w . Pr...r,r aa• 60A.( .ar ,a. G.r..La. P..IaI.n, r muI I.a.on . er.c..q or aru„as. 1 — .NI..r :I v K =; F.F. I l..ln. Vol..rwlr0. Indl— ....or— of p-fN.Iwl .N.In..r,p r....n.LI I1<r ..I.IV f r ,. «.I " r...... T1r wlcru Icr . F ..• mL .r..l.0 fer ., ... <.. I. rwp.rulelllq er w wllalp O..Iv..r wr AI151/rP1 t Ss s. s 3 S T O cuQ.rA 1 G y.,0NAt EN MIdw Irp1 BC DL BC LL TOT . LD . 5.0 PSF 0.0 PSF 55.0 PSF HC - ENG KD/WHK SEQN - 739355 DUR . FAC . 1.00 FROM RF 6PPAC I NG 24 .0" JREF- 1W204O8 Z440dar4mFL32337 FL COA s0178 F.r ,,.e , ...... I .. , ......m aN.,. we ,Ia ALPINE .IP.....a.. <... r I `..n•a .r.. NTr.A: .... ..,try < . Ice ..r, .r. Williamll.Krick Lic. Number 70 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L I13040-//7I1 - 0 LMOK Iray) -UAVIu wttKLT -- Lot LL Keagan rolnte - r1uA J Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP q2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP p3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.00 / Plate Our.Fac.=1.00) TC- From 235 plf at 0.00 to 235 plf at 2.48 BC- From 10 plf at 0.00 to 10 plf at 2.48 TC- 888.04 lb Conc. Load at 1.88 Wind loads and reactions based on MWFRS with additional C&C member design. 19yp 2X4 III 1 X3 III 1X3(R) e 3X4(R) III i 0-8-0 T IA 10-0-0P06 1X3(R) 3X4 = Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC OL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7-4 Over 2 Suppo R=435 U=12 W=7.25" R=1060 U=30 H=H1Ig111111WfrJyJJJ4 Design Cr i t : FBC2014Res/TP I -2007 (STD) P` .........!%Q'; PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. FL/-/2/-/-/R/- F;t. QTY:1 Scale=.5"/Ft. 1111ARNING.I•• wIo AM FOUN ALL 1MTES 00 THIS awlNcl IM•OIRAgT•• FUMISN THIS oaAglM: To ALL Tla IUSTAulgS. f TC LL 40.0 PSF REF R408-- 74007CWMWMMIMLWIM: rl..,., r.•..I. • a .» r. ,,, r.bl.<.t.ng, n.n.l.,q. ,n.»...9. ,. a.l I.p .w bI«...g R.I., to 7-1.11 l•.ng Clopon..t 5.I•ay Inr.r..al» by'fol •.• WCA , r ..r.ay .r«al..a or. bVnl•na O. 708 , TC DL 10.0 PSF DATE 06/26/ 1 7 p•r r.r...q tM•. r...<c..... ..,Y..... ,n.l l IK».a a..o.r.ry sr«.p »r gc" n.t» ORW Hcuse4oa nn7AJu a.. <nor• •MII n • .ro "y .tt«n» str.ctur.l sM.tn.,q .r.• »tt» <n.r• ...I. n.w . .r.p.rl I Iola M:5 C BC OL 5.0 PSF a 0 an• J..na 0•a.,l• .n 1•.. n.a.0 .tn•I•... A.I.I t. •I.• M. IbgA.! rod .a.M.r• .I.a• ».1 t..nf a«a..n, g7 gy .r g10. ., .00l.uel. A.oly al.t.,'a. .«n r«. .r ar.n, .M p.a.a.'..a ,n.. do.• r» i S T O y ::V Q BC LL 0.0 PSF HC-ENG KD/DF AN IFW COMPANY u o,... ..,..,.... .r In w.l...p c.......nt, c...o I« n.II n.a » r.,.w.,..l. r.r .ny »..s..n . Io.ng .ny r.a..• c. b..I• an• tLn„ 1. co..rw....c• •.an An51/IPI 1 .r I., ho-I.p ,11. oo.ng n,a.I.-- A .r«.no .I tl.,.., I C .............. TOT. LD . 55.0 PSF SEQN- 518664 boil » "I• ar Ing •r — pop. listing tnl• dr»U. Indies.. •ee•Ftrm..r p.ro••No's .ngln»rinlg I•.»n.I.Illty »LIy r.r w design de.. Th. »IC•.nity w w .r swig a.»Ing rr ANY al,ntcw. I. Ag,wONAt .• OUR. FAC. 1 2400 Like Ornp Or, Swle I30 I.•p.n.l.II Ity of tho g.I Wine o..lg»r »r ANSI rml 1 Sob. 2. 00 I NG 24 0" JREF- 1W20408_Z44011u&FL J'_E77 I., —1. In r.r..a ,» this J.e , ....I.1 no , so" — I. — try a:. wg. FL COA 8027E ALPINE --- .Is.n.. to t». T.I ....ao..,a WCA - I« -.- •«*•I< .,g illiam 11. Krick Lic. Numbe, 70 6SPAC THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b848-/7511 - U (MUM Iray) -UAVIU WttKLY -- Lot ZZ Heagan Pointe - re1 ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N1 Dense got chord 2x6 SP $S Webs 2x4 SP N3 W2, W4, W14, W16, W18 2x4 SP N2 Dense. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.00 / Plate Our.Fac.=1.00) TC- From 185 plf at 0.13 to 185 pIf at 11.06 TC- From 50 plf at 11.06 to 50 plr at 19 94 BC- From 5 plf at 0.00 to 5 plf at 19.94 TC- 201.00 lb Conc. Load at 1.02 TC- 222.00 lb Conc. Load at 3.05 TC- 288.00 lb Conc. Load at 5.00 TC- 360.00 lb Conc. Load at 7.14. 9.05 TC- 1372.00 lb Conc. Load at 10.88 BC- 76.26 lb Conc. Load at 0.00. 2.00, 4 00. 6.00 8.00,10.00 BC- 1060.00 lb Conc. Load at 10.492 BC- 144.45 lb Conc. Load at 12.92.14.92,16.92.18.92 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. PROVIDE (4) 0.131"X3.0" GUN NAILS IN AREA OF CONCENTRATED LOAD OPPOSITE HANGER. WITHOUT SPLITTING LUMBER. 3 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row 0 4.50" o.c. Bet Chord' 1 Row 011.25" o.c. Webs . 1 Row • 4" o.c. Repeat nailing as each layer Is applied. Use equal spacing between rows and stagger nails In each row to avoid splitting. 20 gage metal shim required between chord ends to distribute axial forces at joint. See ORWG RIGINSRT1014 for more Information. 139 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere In roof. RISK CAT II. EXP B. wind TC OL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 31 W3X6 S 1.25 4] W3X6 2.00 R 1.25 51 W3X6 2.75 L 1.25 61 W3X6 2.75 R 1.25 71 W3X6 S 1.25 81 W3X6 S 1.25 171 W3X4 2.50 R 1.25 18] W3X4 1.50 R 1.25 19 W3X6 $ 1.25 201 W3X6 S 1.25 211 W3X6 2.75 L 1.25 221 W3X6 2.75 R 1.25 231 W3X6 2.50 L 1.25 24] W3X6 2.50 R 1.25 5X6(***) = 3X6[20] = 3X6[24] 3X6[3] a3X6[5] =3X6[7] - 3X4 - 2X4 al 3X4[18] - 3X6[22] 3X4 III a X4 III 3X4[17] - 3X6[21] - 19-11-4 Over 2 Supports 3-1 R=4189 U=113 W=7.25" R=3277 U=90 W=6" H Design Cr i t : FBC2014Res/TP 1-2OO7 (STD) \Pl ,......;, FT/RT=09(09)/0(0) -/2/-/-/R/- Scale=.3125"/Ft.PLT TYP. 20 Gauge HS,Wave WARNINGI.• IMAD AND POTION ALL NOTES ON THIS OPARINGI 1 •. IiOIrrANr•• PVNNISI THIS ONANI1i TO All OOMNIACfOtl INCLWING TOM IMrALL M. • 3 TC LL 40.0 PSF REF R408-- 74008 Trv,«, ra.w ra a« ,r .n rabr -". ft-.•, fh,...na. .n t•11,na - b-'" Nar o - oil • Q, 7 8 tM Lq,t . Alan or acSl(a..Id.:! c•,A,•r.•nt S-ty 1--t.an by gel ..m VICA) Par , .an n ar• : TC DL 10.0 PSF DATE 06/26/17op•rlmamy't ImNll•r, .h•Il ar_.d. a •ry br v «r •csI llnloa na tW C-4 ,w•11"h• . .ap.rly1ntt«hW Kractyr•1 ,F .tb..• •nd Wt- 1-4 ,MI I h • arp.rly .tt BC DL 5 .0 PSF DRW HCUSR408 17177AJ$ r a`a •.Ln• :«.a Par p.ra. 1 Lt.r. r., .. ..b, . 1 .-.-« ,mNIIW a NCS - Ns. 87 r eta. ., •aal.a.bl. A..Iy .1•N, to .«h r«. - •m aa•.a.on ,how. •eo.o d (1 (O 2 nt atal.. „tW ath.ra«. t. «1 , IaaA.:..r a. d.rd ala . a.,alan.. r ` T •: Q BC LL 0.0 PSF HC-ENG KO/OFL•l I Ala..•a. . d...,. w. ar ITa' .a.la.ny Ca iw...t. firaup I«. ,h.l l not ba r.,aon,.bla r .ny day..t.on r •. dr«„q. «y r.,lar. to bu.b ah. 6r.,, In cWPor.w.c• .IM ANSI/Tal I. « Tor h•Ml.p. ,hlpp.,q. a• 4 AN (rW CDMiMNY ,t.11.t,an A br«,n• ar tra,,., t.``w•'••..... ••rf`G TOT. LO. 55.0 PSF SEQN- 518675nwlantl,l. ar..I no If clever PM. 11a11ma "I. it-IrM, 1rldlabtl. •aagta,w• Or PMPN.1Mlal .nNl n_rlp vs/ ` 1.'.. r•yw,•INI I lty bloly rar i d..10, le-,. Th. wlt_I l lq . - W tnl. -.M Idr any --t- b l• OUR . FAC . 1.00 NO) LY.e Omp Or, Swu 15D r..ps„Ibl l lty .r tI,• Wllal,q O_Ipwr P•r AMI/TP. I S«.2. 04adaFl 32357 Par Wr. ,nra...tlon . ,, ,ab•, W-11 ..a , a•a..nd PACING " FLCOA00278 ALPINr. .....Ile. w,t..a•.. ml lea: ca.n,t.arg. MICA ..: --try a.. Ice ....te,•r. wip illiam H. Knck Lic. Number 70 6hS 24 .0JREF- 1W20408Z44- THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 10a4U-//0II - 0 (POCK Tray) -UAVIU wttKLT -- LOC cc Keagan rolnie - rvcJ Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP +#3 W2, W3, W5, W8, W10, W11 2x4 SP #2 Dense: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.13 to 50 plf at 15.69 BC- From 105 plf at 0.00 to 105 plf at 0.13 BC- From 5 plf at 0.13 to 5 plf at 15.69 BC- 884.06 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 10.00,12.00,14.00 The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"xY , min. nails Top Chord: 1 Row e12.00" o.c. Bot Chord: 2 Rows a 5.00" o.c. (Each Row) Webs : 1 Row a 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 S 1.25 51 W3X8 3.25 L 1.25 121 W3X8 3.25 R 1.25 171 W3X6 S 1.25 2X4 III 3X8 = 2X4 III 3X4 = 3X4 = 2X4 ul 3X8 = 2X4 III 3X8[51 2X4 Ili 2X4 Ili 3X8[12] 3X6[1] I= Le 15-8-4 Over 2 Supports R=3470 W=7.25" 3X6[17] ;_ R=3587 W=5" Design Cr i t: FBC2014Res/TP I -2007 (STD) \P..••H .,4''• PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. V EITY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. WARNINcI•• WM No FOLUIP ALL I=[$ o" INIS OWINI IOWTAINT•• FW113N ,xis TO na r TC LL 40.0 PSF REF R408-- 74009o1WlxoAtiaax,""CrM 1"MWI o I"srAcu"s. 1 , rob = DATE 06/27/17 Tr.,.•, r«..r..._ •r. ,n ..br,<.a, .rot, x, m . -0n°' b n'' ' °°'"°' ' a•11. • IC """ " . ° • 11 a wn.en a `etslc(au,la ny Coro•n•m s.r•ay Inror.•um by rvI •M acAl`ror ,•r•ay or«c,c or1 a, s TC OL 10.0 PSF o•p•r lor.,,q aM,• (vKa.ona. Inaa•11•r, ,x•11 orw,W a•.o•r•ry b «,..F p•r xC51 Vnl•„ ro DRW HCUSR408 17178018 ap cMrO ,b•11 b• • brop•rly•cc«M• ,arl,<t•r•1 ,n•«1.'ny •ro Oocw•• cror. ,MI I n•v • .r•Wr11 •ttI. o t«.a1•n, n r•r o.r.•n.na 1•a.r.1 r. b, , . 1 .,. b.«I p , . o• acs i• O BC DL 5.0 PSF d O s. sy .r aw.., .ovl,<w1• Aov1 o1.a., a• • .b r«• •r ar .., a• n,Mw," bowraMtJona0.u,1,. un1•„ roa« •aMr•1 w. N•r•r to .r..,n", 180A-[ ror ,a.,a•r• of •a• w„a.on,. Q A`., BC LL 0.0 PSF HC-ENG KD/WHK AN FrW WMANNY A1o.M, ...•,,.•n •r Ilr .,„1•.ny t••..•na, Cr•,q Iro b.11 roa - r•,y,,,.b1• . ,ny . aro,ny, •ny r•,1 • co bu.l• aM aru„ In con m•,nc• •lab Axsl/Ivl 1, or ror n•M1,rq. ,blpp,r,F •" o. A brK.n, 4/ Es;'••...,.//1.••'' TOT. LD. 55.0 PSF SEQN- n,t.1l.a,a. •r ar.,,•,. 521941 ler.,rnlbll l'ty •wl•1 I•r W O•,•1••p1 1,1gw. TM , Wig ulcrroicy'~w uw of 1xi11CCrrol.a I- _yKr.1•'letu•1•xi ONA r..v.l,.wnlp •r w 4,u.lp o«Io..r o.r A,ISIIf I , s<.:. 14.1-Y_IA^_-_ DUR. FAC. 1.00 FROM CH 24MLaUOrvgeDr. SaIF130 I NG 24.0" JREF- 11W204O8_Z44 OdarAo.FL 32837 For .or• Inror•• - , abl, J•b', 9.Mr.1 rot•, "." •n. 1M,• ••b ,.t•,: FL COA 40 778 ALPIFF .•• .1b,nn < MI .... ao,n.a •ra, WCA .....bt.M-y.<o.. Icc ..•.,«,..•.•r9 illiam 1-I. Krick Lic Number 746 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. 16b423-/7511 - EI (MUR Tray) -UAVIU WEEKLY -- Lot 22 Reagan Pointe - 11-(i3 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP N2 Webs 2x4 SP N3 :W2, W5 2x4 SP A2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 9.17 BC- From 5 plf at 0.00 to 5 plf at 9.17 BC- 888.04 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. if 4X4[1] _ 2X4 is 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row a 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] W4X4 2.50 R 1.25 41 W4X4 1.25 R 1.50 7] W4X4 2.75 R 1.50 8] W4X4 1.50 R 1.25 2X4 UI 4X4[8] _ yy5 1-4 0 10-0-0 4X4[4] _ 4X4[7] 2X4 III 2X4 III 9-2-0 Over 2 Supports R=1956 W=4" R=2101 W=4" Design Crit: FBC2014Res/TPI-2007(STD) 'pp N1 H. PLT TYP. Wave FT/RT=096(096)/0(0) 15 1 7.1 ••/r`r-.QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. NARNINGI•• READ AM FOLLOW ALL IgTEs 0R THIS eRl1/INGI IMIOITARr•• N1e11SN rNIS OMWING ro ALL awreAcraln IrwoleG r1W IesrALLEAe. TC LL 40.0 PSF REF R408 - - 74010 Try,ws r•pW r• . w• •r• n r•pr w•U ne. rorol,ne. ^,pp,ne, an+t•II„q •m br«,ne. R•I•r to •.roll ` 9 I.t.+a ••,tI•n a ', .. ecsl`<w.•.ny c•.wn t s.r.ay Inror••a,•n, by rP1 ..e .r r ,.r.ay Pr«l,'• o. 708 1 '= TC DL 10.0 PSF GATE 06/2 7 / 1 7 ro t 1•H•1 Hr+ . 1 Pr•••• Iwlpr•ry br•<aay var eCOUnI», ..oa•• o l• v <rore •roll^^ . P wrly•la«b.• •aruclura +b••a^,ro .n• boclo. cr• •b•n ^•.• • Pr•wr,y = BC DL 5.0 PSF DRW HCUSR408 17178019 rlel• • I.,q. La•t ror p•r•M,•nt 1•ler.l r» • w0• • 1 b•w br«,,,e I,.+a•11•• L. r^ 11 1 • e7. ey •r e10. ., •pp1,cN1• Apply PI•a•+ ao .«b «• oI lrw+ •,.• bo, K,on » •Low. •m 4. 0 2 •aJ•Int 0.t•11 +. .nlw+ roa otMr..». a•.•r ao 1r „ q• 11 ro.-2 ror ,tWra bl o'• p•, l a.on+ ; d 111 ^ S T O Q BC LL 0.0 PSF HC-ENG KD/WHK A IP. w. • a. •.+,m or ITV M,. IO..q ... I wnt• Oro.y Ir.c. s a d1 r•+pons, bl. r +ny Mn,«,on • » rwl, p, •ny r ,lure to eu,l• lM truss In cw. •rw«• .IanLANSI/1 vl 1. ., ror L•n•I ,rq. AN rrW ooMPkW ,t.l I.t,•n A e.«,ro .r ar,,,,.,. ••• 1 , .•' ; TOT . LO . 55.0 PSF SEQN- 521944 n-1 m MI..rwl,q .r s••r P.e• I bil.q MI •rwlne. Iftl W ••.•Pl .r P 1-1•n•1 MIe1„Mrl •... r.• M!L•Ibl l lay V.1y rw W •••l0, M.o•L. rro wli•e1114 MW M,. N tll• .r.•I.Io I- t .--. . I. s/0 yN DUR . FAC . 1.00 FROM CH 24MLike DOWDr. Swa Ixi rM,pm•Iblllty •r w M,11•I V 0-Ig- Mr ANSI/W1 I S«.2. tr OdedaFL 22817 aP." • v- ,l» %%M. FLCOAI0278 ALPINE •pl oe. Wu: ICC .e illiam H. Krick Lic. Number 70 161SPAC I NG 24.0 JREF- 1W204O8 Z44 06/27/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 16848-/7511 - U (MUR Tray) -UAVIO WEEKLY -- Lot 22 Reagan Pointe - EJ7 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP a2 Dense Bot chord 2x4 SP A2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 139 mph wind, 22.10 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=169 U=81 T23-10-11 3-1 -3 R=127 U=0 T204-0 LQ 1-4-0alj 7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 IIIOIWhINrJrh/rDesignCrit: FBC2014Res/TPI-2007(STO) ePLTTYP. Wave FT/RT=O%(O%)/O(0) 15 1 '•7UTj'1 QTY:7 FL/-/2/-/-/R/- Scale=.5"/Ft. WARNINGISN •• READ AND FOLLOe ALL MOTES OE THIS ORAN IGIIWWTANT-- FMITHIS a IND TO ALL CaNTNACTORS INCLUDING TIE INSTALLERS. ty TC LL 20.0 PSF REF R408-- 74011 I DATE 06/26/ 1 7 Trm. o. ree..re a o« •r• .^ r. pr,ed— ,.•,.el.nq, ab.pP.^q• .n a.Il,,.q •,w b «.p N•r•r a ., roll l. a••a .dla.en o eegl`(e.,.Ie..q C.oe..«.a S.r•ar lerer..a.e^. br'tPI •, .TC„rr•r ,.r•ay Pr,ala :.-. o. 708 1 L. N11•ro br«.m GCS: Ilnlz. m e TC DL 7.0 PSF wrrer.,. q M•f• .,.•Il Orw.e• I—" bel P ~ 4 •.... ..w b eP-".aa«,.•U .lryaaer.l sbeb m - - .MI. •he.. ^•..• • br171:y r. gle • l.rq. Lec.U7 n ror "....... I. 1-1 r•. • t b. .r.•Il he..mri•Il.e L BC DL 10. 0 PSF ORW HCUSR408 17177AJH rt 11 O d11Le7 eT or e10. •a .pPl,t«le. APPIy Ol aes to •«n «• or Nwf .,.. P..,t.oe .a .,.o... •bo. •,.e the Jo .a 0.a•11.. v,`•...el« etMrn l•• N•Ier t• erwi . II wA-2 rer farW.re PIQ • Pe• 1 t,ene e• Alp, ne. • a...f,m or In W.le...q C•.bo^•..ca GrouP 1.. a be raabons.ble r ...y eev. •a.•n r O i BC LL 0. 0 PSF HC-ENG JB/DF drw.. q. w.•. .^ tw.ro..w.c... n ANSVTPIt. or ror n.ndl .,q, r.. PPI,q. SEQN- 738902 ANIrWCOAAPAWa......•.. er«.. .r ar.nw, ,''•.. 1 , •G\ TOT. LD. 37.0 PSF A ... I — Mi. dr—Ip .r ....r Peer II.%.m tl,l. drwlq, l,.rl— sbeFte-6 of Pr reeel..el .pl...rl re. Pa,..lbllla7 ..Ie1y ror t deelon e1.... The ..It•billty end .ee of "Ad er..Im rer _y .ira•:tw• I• o S/ONA11L. rwPs,.16111 c7 er al.i eP11 dim 0.b,r•e, ..r ANSI/TPI t s« 2. OUR. FAC. 1.25 FROM TH 2J00 LLLe Ore Dr, Style Ixl IWOr1Ip I NG 24.0" JREF- 1W20408 Z44 Q,{ggdq FL J-IJJ for .vr• ln,er..al•n ... .. Jae . q•..r.l ..q.^e aMs• wb slaw lP..,a arq. FLCOAanaALPINE --- .IP,.e.a..to.. TPI -e- erCA -. .arr te.. ICc: --. erq II. illiamKrick Lic. Number 70 6hSPAC 06/ 27/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR t 1bU40-/1b11 - IS tMON Iray) -UAVIU WttKLY -- Lot 22 Meagan Pointe - tJ/A J Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x8 SP SS Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 4X4(A1) Special loads Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 720.76 lb Conc. Load at 1.40, 3.40, 5.40 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf. wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. R=173 U=76 3-10-4 3-1 -3 20-4-0 LIE — 7-0-0 Over 3 Supports 31. R=1372 U=335 W=4" R=1077 U=230 H=H1 Y11141WryINrr/ryr Design Crit: FBC2014Res/TPI-2007(STD)Alen. A //, PLT TYP. Wave FT/RT=096(096)/0(0) 15••0[f1'j QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. 1MARIIINGI•' OW AM FOLLOW ALL WTES ON THIS ONI01N01 IM•ONTMNT•• SMaISM THIS OIWIM TO ALL 0WRAC10R3 IRCiWINO THE INsrlLLuals. e• TC LL 20.0 PSF REF R408-- 74012I DATE 06/26/17 rr.nw, r•ap,ro a •.• •r• ,.. r.•r,uu.,•. „•m nae, •a. vv,•q. ,a,a.11,ro •m .r«,.,p R.pr a.. rollt .e.t,a o rats)`<a .le..• t•.p•M a s.r.tr lar•rw.tlen. •r rpl . a .rtAl r r ..r.ty pr«t, , prlO Ia 3 r 0. Z08 1 z TC DL 7.0 PSF me t la,a•l l•r, aMl l prw,e• l••p•rRy OrK,ep p•r aCV 4A la• maw a r R DRW NCUSR408 17177AJ I tap mare .F•11^F."•rpr s,y • «OWN ,tr,•;c r•1 •a. h.,,, •.q twos I— • now • rly l,ne t«.t,aa, ;:a.a`:ar p.r....na"l.t.r.l':.,ar.. a .r ..•, , .l l :::: •r«,. :s;.l l•e` 8C DL 10.0 PSF 11 DON a]. ar •r aim •ppl w•OI• Apply pl.t•, to a.<a I«..I tru .,W p.,,Nan ., ,lw, loll •ra . M`J:Int 0.t•,I,. ,n 1•„roaW •aMr.l.. W., 1. erwi : IWA. 2 I.r st•rtl•re plo . p••la,•n• a A 1p.n.. . •...,.ea .r In aa.le.ae ta4w..,.a, c.ow I«. ,n t a ra,o«„pl. r .ay aw,.a.•„ r a S T O ; Qi BC LL 0.0 PSF HC-ENG KD/DF Y erome •ay r•,l"r• t• Ou,IA tM trp» m canr•remw ., a 1-1- IPI 1, .r /.r n•.Wll.q. ,e,pp,rq, AN rrwooMP,I,NY l•a,•n A er«,ae ar A 11•ilp Ia.le.ta Fifs` ""' 1• TOTOUR. LO. FAC 0 PSFglAlml• .ralp. .oe.p.•rl.. •r ,; 1— •ll•I plalearlwlenANI• .ral,q •r e.•.r p•a• p. r••••••INlllty :*'Illyror W .•elan .Haw,. TM •el i.Rlllty .m w er Hll• er lne Por .,ry Kre<tur• 1• ENG\ ONA,,,. 17. FROM RF518631 VWLAxOnnreDr.Swlt15tl raps.'•111{y a1 W 0•Il.•„e 0AAIW— p•r AIISI/Tpl T Sa Z. 4 aMMEII I NG 24 JREF- 11120408 Z44OdadmI'L 1:811 ror «r. ,.r w anl. - , e• .ra av , N". Lae an.,. ae ,n•, co. . FL COA 40273 ALPINE --- .lp. m„a. MI tp..,t are. RrtA ... ,try <a•. Itt w,• .are illialn II Krick I.Ic Number 70 16PPAC 0" 06/27/2017 THIS OMG PREPAREO FROM COMPUTER INPUT (LOADS 6 01MENSIONS) SUBMITTEO BY TRUSS MFR. 1b114TJ-/7b11 - U (MUK [ray) -UAVIU WttKLY -- Lot ZZ Neagan Pointe - LJIU lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bat chord. R=188 U=83 R=103 U=0 2X4(A1) _ LAS 1-4-0-J L- 7-0-0 Over 3 Supports 0 R=360 U=61 W=4" RL=124/-30 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) P` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ` TY:4 FL/-/2/-/-/R/- Scale=.5"/Ft. WARNINGWM AN sous Au NIMS 00 THIS OWIMGI V REF R408-- 74013 IWVU#TT•• RWISM TNIS AIMING TO ALL OWMAOTGNS INMWIEG THE I.STALLEIIS. '4S TIC LL 200 PSF Tru,,., rpu,ra . .w •r. •n r•Pr,1•l,no. ..rol,n3, an,pP„q, n t.11.ry .ro • K.,q. R.r.r t. • I.l l Q 708 1 a «.a„n ..rEcSl`(lP.IA,-G CwP.n.na s.ray lore ..t,m..y'rPl -C.1rr ...e ty Pr«a,1 TIC DL 7.0 PSF DATE 06/26/17 o•w• o..,... a ln,u..... , ..y ft—,, „ P.r .csl . •un,.,, s a• P 1ror. .n• n .rPr•wrly .tt«n« ,tract r•IP,n. n,nG na mates 1rord n•II n • Pr 11, • "P. c., n,ylln«.ales,v..wronc ..,ar.,na .r ..• •w-1 •slrq ,n,a.— .Os • BC DL 10.0 PSF DRW HCUSR408 17177AJX a, w, .a .T •r .,G. ., .PPl.1•bl.. APPIy Pl.a., a..«n r«..r a: P.,•a,o ., ,,.w ...,. S T O aMJ.,na G,a., I,. .nl.,, rot« --1,.. Al —a• .rw,n.s 16OA-1 Tor ,t.,tl.r. Pl.a. P t-1. d . c, BC LL 0.0 PSF HC-ENG KO/DF AIP. n.. • .,y.s,on Pr In W,l.,.q Cwp.,,cna, Gr«P In< n.11 rot by r.,pw.a.01. Tor wy a.,, «..n Ir a •. TOT. LD. 37.0 PSF SEQN- 518686 ANN1MmM[I KY n,un•a.a. er«,p .r arw,., . •, •• , , '• I . n till..r..lp A, t..,.. P... I1-1.4 mi CrwlAy, IAaI..W swPiwP..r Pr.M.lp,•1 w,S1,.wrI S'S/pNjAL EN k 1ap, m•1411R •r th. lullYl,i G•.Ia+r ANSI/TVITh.tIS-2 .w .,.. •r Nl• .rwlp r r .ny Kr,itur• 1• r," . OUR. FAC. 1 25 FROM CH a00 Lake Orate Dr , Swit 150 Orlanki' l. 12801 co. wr. 1Pror..a,on , ,. Jm , yw•r.l ro , p"..ro FL COA 40178 AaPME .•..•1P.ro,a•. : MI:- - P.n•a PS. I^C' - -,P1.n. ,y 1.-• '«'- .r. illiam I-1 Krick LIc Number 70 16PPACING 24 .0" JREF- 1W204O8_Z44 06/ 27/2017 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 10040-//011 - 0 (mtlK fray) -UAYIU wttnLT -- Lot GG Keagan rolnLe - l.Jl Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 2X4(A1) L4 1-4-0a--J R=-36 Rw=24 U=34 20-10-1 1 -3 20-4-0 R=9 Rw=15 U=10 1-0- 1-0-0 er 3 upports R=201 U=56 W=4" RL=32 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Cr i t : FBC2014Res/TP I -2007 (STO) P`• H PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 ` / ` TY:6 FL/-/2/-/-/R/- Scale=.5"/Ft. MAMINGI•' VIM NO FOLIM ALL NOTES ON THIS ONw1NGlIWMTMR•• swNISN THIS =M00% TO ALL CWMWrM 1NCLNUING TIC 101STAOU106. TIC LL 20.0 PSF REF R408- - 74014 B(`i d1 0 AN ff ICOMiMM' 2i00LTLe0nl18eDr,SWrcI30 Trx,.c, r..a+r• . ... •+• m I•p..uUry, b•Mlaaq, ,b.PP.ny• ,. Nll.ry •... br«,ry. A•r•, •..roPl1 lM 1 a •.Ilion o recSlc(Awl•.ry C..q.n•nc s•r•ay InI...,U.n. OrsIPI .... -CA) r rytY P T..'' w•o..,,q aM.. ..nca,an, In,Nll•r, ,F•11 Prw..• l•.P.r•ry br«.ry qr KSI. oVnl„ noa•a `• caP cM.. •N•n n••• P.oyr.ly •cc«M. ,a.sc..•1 ,M.cb.ry •m wca•. <Mro , .n b•.• • ProP.ny VAPPIrPNImto .«F. I Icr a"'ap.. Koon ., ,Mw. •0•• 6 a J.,na o.a•.1, .. ..aw .aM..L. N...r a. •r...ry, 1YOA_:. .. r. PI.a. P.,.c.a,. IP.n•. • ..•u.« or In w,l..ry Cc.4w.•n , crow I« ,b a e• .•,o.n,.b la r a•.y ew.•a.m r, a y..ny r .I ur• o bu.I• aM aru„ In con o...r.c• .. N AN51/1 I 1. or ror N.rMl,ry ,N.pp.rynaI.— abr«.ry Pr cr.n,., 1 M TJ.1. .r lry .. bw.r .•N• 11-1ry M. Irwlry. I_l.•Tw sa•w .e..I Pr.Faw.l wl .rlN l..wrlryr..P.,..Iblllly .•1.Iy F.r V., O•.10. p.••n. Tr wll1 3l 2 ....... •r NI. M.•Iry for .•r Kraitar• 1. r...nlblllly •f u.. Nb11Alry o..l.•r p•r ANSI/MI 1 S«.l. 0. 708 1 - T :Q ; j w •Ay< I• E . .••'G` T O A C a u ` 4Y y""IT/F TIC DL 7.0 PSF DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DATE 06/26/17 DRW HCUSR408 17177AKE HC-ENG KD/WHK SEQN- 739216 OUR . FAC . 1.25 FROM RF 6hS PACING 24.0" JREF- 1W204O8_Z44OdTAdo.FL 31837 FLCOAA)278 F., «.• .n....a.... ., Job , g•n.r.I .w , Ps• ••a a wb , ALPINE—'P..... TPI ..: P.n,a.•ry. ;CA ..'..bc.nau.a.y < Icc .....s illialn li. Krick Lic. Number 70 06/27/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IbI546-/7511 - tS (MISK tray) -LIAVILI wttKLY -- Lot ZZ Keagan Pointe - WJ J lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP k2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R=59 U=28 R=50 U=0 2X4(A1) a 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. L 1-4-0-J i c. 8 0 e-e.-T'opp R=222 U=45 W=4" RL=62/-23 PLT TYP. Wave Crit: FDesign BC2014Res/TPI-2007( STD) FT/RT=096(096)/0(0) 15 IYIIIIIIWfryyy/ P' '•<•' V4. Irl TY:4 FL/-/2/-/-/R/- Scale=.5"/Ft. d O AN IrWMM11WY 21WLELeOnAtt01,SWI50 NARNINGI•• NEAO AND FOLLON ALL NOTES ON THIS ONANINGI I1IP=TAMT•• FMISH THIS o 401O TO ALL CWMACTONS INCLODIIIO THE I"TALLERS. Trw,•, r..u- . ew •r• m rtl.w•u,q. ^•M1,•q. ,m..,.,y, m ull „Ip — . —141 R.I., c• r•II a^. I.a•,a .blc,•n o rK51<<N.,I.l.q Ca..e,.•^c S.'-, 1^ro--•<la..y'I.I •, VC•I`.•r ••r•ay ,•,<a .•I I-- Ima•I I•r, ,N•11 Orw..• l•gO..ry Nr.<.„g p.r NCSI Unloa mtba."b a ...I I .•..•...I ^.at«^« .a.Ka.r.I ,.;^,ro .00 .,aw•. <b.. ,N.I: N.•....•.., Iy I jr r p1O 111^. Lac•U M1r p.r.•„•na 1•Nra •, •, • sN•11 n.v •r •<I,p Inaa.1lN OCS 1 N7 •. NIo. ., .ppl,cml. Avoly vl•a•. co .«^ r•<• •r v. , ..a o.., c, a. •, ,^•... s•w aMaJo na 0.tu 1,, v,Iw, ma•a oaMr•„• MHr a• arw, INOAQ Lr,a.rM•rJ.I.a• Al,,.;...,.,,,on •r 1Tr Nu.l., q t...• w^a, Or•w I .II ..a ...•,.• . r•..^y .•.,.a,• rr ` r••,.q, •ny r.,1^r• a• .uIIU aM cr... ,n .an l•.••r,c• o•aN ANSI/1V1 1. •. ru. n.,,.I.,q. ,n,pp.,q, a a.l I.-....<,... a..,,.,. 1 r "I. d—InO .f < r PW I I.%$"O "1. d—Iffe. 1,Y1..W —irt— of oomf...1. 1 .vi-1.0 r.y.n. ql l lty wl•ly r•r w MIO^ a . TII• wItY111<y ... — •r "...r l,q fx •^r •cr.atu.• 1• rw..Iu1011lty •f th• OuIIJI,q 0.•IFr pr ANSIrml I Sc.7. e _ O.'08 1 — 2T .( 4Qt / R1 /ItE IFIONI f'' TC LL TC OL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408 — — 74015 DATE 06/26/17 DRW HCUSR408 17177AKO HC - ENG KD/WHK SEQN- 739215 DIJR . FAC . 1 25 FROM RF 6PPAC I NG 24 .0" JREF— 11W204O8 Z44OdudoFLR877H FL COA OG 173 F. ^., J..'. a ...... ro . ow• •m c^o• w. ,Ico. ALPINE ••' .Iv,w,a. — W1 "`.cv.^,a.^'.• WCA: "' ..<, m.,.ary.<": ICc: '••.. ora illialn II. Krick Lic. Number 70 06/27/2017 THIS OIIG PREPARED FROM COMPUTER INPUT (LOAOS & OIMENSIONS) sUBMITTEO OY TRUSS MFR. 1bU40-/1b11 - tl (MUM Iray) -UAVIU WttKLY -- Lot ZZ Keagan Pointe - L.JJA J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. py.rl WM 2X4(A1) e R 21210-11 20-4-0 139 mph wind, 21.10 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 1- 1-4-0-J R=221 U=45 W=4" RL=62/-23 tOHIO1WgrNrrrh Design Crit: FBC2014Res/TPI-2007(STD) P 1..f.. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 • r` TY:2 FL/-/2/-/-/R/- Scale=.5"/Ft. MARFIINGI•• WO Alm FOLLOW ALL HORS OH THIS ORMIN0l .%Nm TC LL 2U.0 PSFIiORTNIff • AOOHLI TNIS OImia TO ALL OOIIrOAROM INC=IMG THE INSMl1ER5. REF R408-- 74016 rr..... ` a ... .n rwr.<.a..q. nval.n' g. ,n.PP.... .n ..1l.ry .... . •<,rq A.— a. rol l o. r08 1 aro I,a.,a ...a..,. orr'OCSI(a..I....g C.,P.....aa S.r.a, Iar.r..a..n .,IP1 — g1CA)`ror ,.r.a, Pr.<a.< Pr. A TC OL 7.0 PSF DATE 06/26/ 1 7 y.r..r...q —1. r...<a..an, 1n ..1.r. ,n..l al—d. a.a..n.r.r, or .... q -, ISM. to, <ro.. hall .,w Pr.,.rl, att WI,.. at,W .r.. a a.anl,ag .,a waaw <ror. L...1 .,w • P aP.r., . P.r,.n..aa I-.... ..,ar....a .....,_ ... n....r.<,ry .......— 6CS • BC DL 10.0 PSF DRW HCUSR408 17177AK2 a.en, si• gl10 s .OY1.<lho .. -,pl.l..— as ..<w r.<. .r a — r.•.a.m .• fn.w. ...v. r C T a 111{ an• o.na 0.ull, v.l.,, roa.a .aM%l•.. N•r.r w mwlrq. I.OA-! r.r ,c..M.ra ol.a• p.,.al.n,. a + • O i cwo...... , er..,P fro. ,n.11 roa wrr.,P..a,..1. r .........a.... r ,. BC LL 0.0 PSF HC—ENG KD/OF roiag .n,'r..l.•. to .o 1. an. aru,. .n <a...r,.r.<. dan ANSI/IPI 1 .r Tor n.rol.,q ,IOW. PP..q ` •••. . AN rrW mMPANY ...,a.1l.a..n g __ ag of arm,., gg•• •, 1..• TOT . LO . 37.0 PSF $EQN- 518678 A .Iwl sa NI, 4wlry w tw,r g.,g, I lalry Tr11, 4wlry. IN L,w AmPa.r.., ,f p•fwwy at ,.q l.wra hQ n/ r,.P,.o glIlay „1.1T I,r to .,,Ig.. Yawn. TIa, ,.Iw1/1a, .n. .... of Bat, .rw.ry f,r .nr RraCpl, 1, {% DUR . FAC . 1.25 FROM RF 2400Like OrmpDr. SwH 150 r.alaoaa .11la, .r ara 5..1 .1.9 O_'W_ wr PMI/nl 1 Si 2. OIIEIIdo. FL J2877 F.r w., 1- .m an., .. , g...or.. roa., o.g...a a.a,. w. ,.a., FL 11I0278 ALPINE ....I,..a.a. <a.w. `TPl'w. .'g; ZCA ..a.. w.rou.ar,.<w. ICC ... ..rg Willi 11. Krick Lie Number 70 6hSPAC I NG 24.0 JREF— 1W20408 Z44 06/27/ 2017 THIS OMG PREPARED FROM COMPUTER INPUT (LOAOS & OIMENSIONS) SUBMITTED BY TRUSS MFR. - 10045-//011 - C (MOK Tray) -UAVIU wLLRLT -- LOL LL Keagan rolnLe - L,J7 J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Sot chord. 2X4(A1) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10. CLOSED bldg. not located within 4.50 ft from roof edge, RISK CAT II, EXP 8, wind TIC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(r/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 R=89 U=0 2-10-11 2-1 -3 20-4-0 1-4-0-:PJ 5-0-0 Over 3 Supports — R=288 U=51 W=4" RL=92/-27 taNlmwnrN„ Design Cr i t : FBC2014Res/TP I -2007 (STD) Q'o H:. fPLTTYP. Wave FT/RT=O%(0%)/O(0) 15. Y:4 FL/-/2/-/-/R/- Scale=.5"/Ft. Ir:u UARNINOI•• 11M Alm roue ALL Mons a THIS o.A11H61 `y, TIC ILL 20. 0 PSFINFONTANT•• FwNISN TNIs aum14 To ALL awnw aes o1N0 TN! INVAUAIM. ' 7 REF R408-- 74017 Tr• reee.re a .r .. ........, . n•MI.,q, mw...s. ... as n..d .- er•c...p. Aer r a• ..a •11 • o. 108 aM 1 l .dlL.— a: ecsl`<w.m..p c•.oe..•..a $.r•ay L..ar..va.. ey'M .;: -CA:.-, , •ty`pr..a... or, s TIC DL 7.0 PSF DATE 06/26/17eo• o.....y an.a• ruroa.ona I.aaa I., a anal P. e. s. a.. ........... P.r ws v,a. cw ~d •n". n• . Prewrly •ac•en•d •crucwr.l aM.cn., . Deco.• -a .MI1 n.w . Pr 'y .cc 11...0 l«.ueea ro... rer P.r..ro..a aa..a r. r...a el ..,, na 1 n.w er.clrq ...aa.nw w s = BC DL 10.0 PSF DRW NCUSR408 17177AKC O . ar. '•pp1..Wle. APPIr .I,a•a a. 1 ^ n'r•.. S T 0 . . aM`Ja nl 0•a..l.. rw •..'roa•d oan•r...• N.I.. ae er a 160A-2 rer'•a..d.rd Pl.0 po•. a.an.. d BC ILL 0.0 PSF HC-ENG KD/WHK AIP.ro. • e.v.a.a^ or 11• W.Id.ep Cagon•n s Group Iro MII roa <p r•aPw.a.ele r «.y d•v. •a.•e r o. 1 Cdr....q. .ey f..l ur• to e..l le an• l.... In ce,. o er.c. • ' AN51/.P. 1 AN rr vCOMPANY .aa.11.l.w A er«.ed e. ar„a,., ('s1~......• 1 •' .G\ TOT. LD. 37.0 PSF SEQN- 739214 awl en cNl• drwlne el w.er 0." 11•clny tNl• drwlp. INIc•aw •ee•PaeN•• •f PreFw•len•1 erq lnwrlrq IQ /1 r..p.nael ucr wl.q rer w .1l r.•.... Tlr •w c..nlcr ood w •• ml. drwl,.s Fr eq .cr..:c•r. 1. IMaNP -. N OUR. FAC. 1.25 FROM RF COO LAe Or&W Dr. Sale 150 rwPp,l•Ielllcr er w @ulldl g o..l•r P.r ANSI/TP1 I sw.2. Orlando. FL 32877 F. wr• .erorw le,. anla J.e . p.ror.1 ro a P." 1..e FL e-- . ro. COA6D278ALPINE .Ipa...e. `TPI . ap.efa erp, nu a -'M aP..^ d„•ary.cw• I« a. erp illiam 11. Krick Lic. Number 70 6PPAC I NG 24 .0" JREF- 1W204O8_Z44 THIS OEIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1b1140-//b11 - 0 (MUM Iray) -UAVIU WttKLY -- Lot ZZ Keagan Yolnte - W bA ) Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP N3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ 1-4-0-j 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"). toe nailed at Bot chord. R=134 U=55 R=61 U=0 20-4-0 2-1 -3 Design Cr i t: FBC2014Res/TP I -2007 (STD) - ,\P`.•H: PLT TYP. Wave FT/RT=096(096)/0(0) 15. • Q ••'.,(}JY:2 FL/-/2/-/-/R/- Scale=.5"/Ft. WARNINGI•• MEAD AM F%AA8 ALL MOTES 00 THIS 011411111161 ; IM INTANT" FTMI ISH THIS OMAMIE: To ALL ooMT114001 % IMCUOINS THE IMSTALUM. a ? TIC LL 20.0 PSF REF R408-- 74018 S. .r. ,n rwr.c.f,ni, n.,..l.ny, ,n.pp. n .q npro. ,f.11. «.• br.. Mor•r fo w ol1 0. 708 c TIC DL 7.0 PSF DATE 06/26/17I.a.•a bla.on or SCSlc pul l•..p co.p.n.nf S.aay 1nr.r..a1 m. pr rvI w -C. q lMa. r Inaa.11•r, , 1 p/w.•. a•r.ry OrK.ro qr MC51 oUnl•„ nofw ofM awPiMrO ,MII Mw pr.grly .ffKM• ,frl,fur.1 s1. .an.ro Mq p.aaq <Mr. ,MII My. • prw.rly .ff • • i r 1pl• c..1lro. L.c.0 w, v.,.n ror gr•.Mna La.r.1 r„ar. ana .I wp, ,I.dl Mw br.f .,q m,Nl Iw q S • - BC DL 10.0 PSF DRW HCUSR408 17177AJT a o , M2. 61 .r 510. ., .ppl.c.•1. Aw1Y p1,t., l• .`cn.'160A.r fry s .n• q,,laon ., aMw. ..o,. r : S T O 7 d . 1.., qaw .aMr..,. M...r a. •rw.np, IF4A.t r.r',a.a.r. pl.a. q,lala, y BC ILL 0.0 PSF HC-ENG KD/DF A 1p...c. • •w ,. or ITt W. b...p C +p•nano Group Inc n a W ra,...pm r r wy wy 4. r w /••• / ,IN Vra.ro, .ny L.1 u. fo 4yaO lM fry„ m cmr.r•.nc. .. n ANSI/TPI 1. o Tyr n.n•I.,.y ,nlpp.r.y I• ••.f`.... 1 •' AN rrWCOMLFWY n,a.11.a..n A •r.c...p or frvf,., ••••' 6 TOT. LD. 37.0 PSF SEQN- 518681 WI en "1• Arwlro .r wwr F•F II.%1.q; MI Orwlro. Itilc•W •pNM••II.• •f p—.1-1 MI 1n 111 r••p•.•101 I";wHly Tor a w.IO..hw11. TM wltwlI , .r w• .r c '. •rwlp r•r ••r •cr tyr• 1. N+ S 0NA1. EN 2400 LAc Ormp Dr. SmH 150 r..v.n.1p1l1fy •r v.. w1lalro sl..lvw qr MSInPI I S-2. A'NN4rrTNMM1.NIL+'"r DUR. FAC. 1.25 FROM CH OrIadp.FL 12877 ror .or• ,nr r .al •.. anl, j:7 , p.n 1 M , P.S. — aM,. w• , FLCOA90273 ALINE .IP.M.f. < TPI' .fp.n,a .rS. wc. ..:.•«..,•y,ary.c . Icc .rp illiam II. Krick Lic. Numbcr 70 6PPAC I NG 24 .0" JREF- 1W20408 Z44 THIS M PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUSUITTEO SY TRUSS MFR I13040-//,ll - O (mI3K Tray) -UAV ILL wttKLT -- LOL LL Keagan ro mce - nit Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 k 2X4(A1) Loir- 1-10-10 --j 10 9-10-1 Over 3 Supports R=318 U=143 W=4.907" Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 TC- 231.93 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R=68 U=22 R=331 U=64 23-10-6 3-9 14 0-4-0 Design Cr i t: FBC2014Res/TP I -2007 (STD) Qftp H: PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. l ,t#JY:2 FL/-/2/-/-/R/- Scale=.5"/Ft. d O AN frW Co.. 400 Lde Ormp Dr. Smle 150 7ARNINOI•• READ AND FOLIO ALL NOTES ON THIS ORANINGI IMPORTANT•• FURNISH THIS CANINE TO ALL oarrNACTORs INCWDING TAR: INSTALLERS. T.•,,., .eee.r.. ... ..... r.eCoob .q. S-Ity 1 •w.ee•.q. .e a•II•,q •TC • I., Rere. ae .ro)$ II aro lot It .elel •. erfRC31`<.e.la..q Ceroe..«a S.r•ay I..r•..... by FP ..e Rulrr•• •er•ay or•cuc•E v.. tov..•....y a Ie,a.l L.. ,wen -AA . «.,q v. RCS.. ua. roa.a e a•v crone ..... h•••rllel..ly •acech•. •a..cau.•I .....hl. •ro e•aca cror..n•II he•• a y.e <..I.,q a«.a.ew, ,he.w re. v...w•,.a La..a ..,a.. a e. w1 wal w.w e..<.wo .h,aai ;`.. 3 u eT e. Rlo. ., .von c•el• bvly vl.a., a. e.eh.'.ee er a. .e ve,.aoe..., ,ne... sew o wa R•aa l.. ••I•„ roaw earo..I•. R.r.r ae .r... , IA011-7 r•..a.,..•re vl.a• eou Rion.. F u v.ro. • e.vn.m or ITr w.l...q Cogsn•na, crow Inc ,h roc e1 .e,va..,.ero r .,.y ee•..a.w r...• e.o.w. .wy I..Il ae •eIIG ah. a.e„ .n <•n e.....<... h AnsI.TFI ,, e..e. h«..I...R ,w....ro muneuo. A •r a_.. wl an NI• .r l.0 er -, P.O. I I•so-soNI• .r.IlwO. Intl.•.TI• •....a.e..f Pror.••••n.I •p 111Mr Iq r.....• wlnq sI•q r.r as-.IQ..Im.h. Th. •wa. Ilay w •w er awl• Crslq r•r •••Y •ar.A;a.r• a a r.• vu lelllay •r u.. wll41.9 NIIIO..r v.r AISI/T I I S•e.y. i 1 s o. 708 ^ w R c T O Q by v1•. A........ .'G a I1Ow_ N ylynlpla TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. L0. 37 .0 PSF REF R408-- 74019 DATE 06/26/ 1 7 DRW Hcusa408 17177AJL HC- ENG JB/DF SEQN- 739219 pUR. PAC. 1.25 FROM RF 6PPAC I NG 24.0" JREF- 1W204O8_Z44 O11mdo.F1. 72877 FLCDAon8 Fer -.. Ier... .- ,.. .. job., a.ror.. ro , vy..ro ah.,...w . L. INF. .w .le.ro.a..< TII ... ay...,a e.e. RCA ..: ,.<.roe,a.y.<e.. ICC ...._.... e.y illlaln li. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. 16848-/7511 - B (MBR Tray) -UAVIU WEEKLY -- Lot ZZ Reagan Pointe - HJ7A Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Sot chord 2x4 SP #2 Dense :82 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 0-4-3 i 2X4(A1) a 2X4[91 III Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 SC- From 2 plf at 0.00 to 2 plf at 3.24 BC- From 2 plf at 3.24 to 2 plf at 9.84 PLT- -21.94 lb Conc. Load at ( 1.41,21.14) PLT- 146.18 lb Conc. Load at 4.24,22.14) PLT- 267.88 lb Conc. Load at 7.07,23.14) PLB- 17.06 lb Conc. Load at ( 1.41,20.37) PLB- 121.87 lb Conc. Load at ( 7.07,21.37) Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W2X4 S 2.50 Loc- 1-10-10--Ioj 9-10-1 Over 3 Supports R=314 U=145 W=4.907" R=-58 Rw=24 U= TT23-10-6 2-9 14 R=413 U=111 i21-4-0 0-4-0 Design Cr i t : FBC2014Res/TP I -2007 (STD) APM•,H; PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 TY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. aWARNINGI•• MfAII Aim FELON ALL WTES ON THIS OIWIN61 IwpIrANT•• FURNISH THIS WMINO To ALN6 LaoNnL*CT INCUMINO na INSTALLERS. Tr r.N•.r. . a ._ .r. ,n ..br.<.E1.. "anal,.. aN. g. .....I1„9 •..a br.<..q: No- a. .14 aM a Wla.on o(r•C51<(w.la.nN Ca.pbn•nt S•I•tY InrorYtlon, byIPI - •TCA) ror rear OrK E.c Pr. wrro.... q a en In.ull.r• ,N.11 Prw.w a•.Par.rr b •<,p P.r •CSI. Ib.l.,a roa•a a rP.•o.rly g o. 708 1 e S TC LL 20.0 PSF TC DL 7.0 PSF REF R408 - - 74020 DATE 06/26/17 ORW HCUSR408 17177AKS a n1 0 AN FrW COMMNY 2400LaWOrmprDr, Sulu150 tlP <Mra .. 11 :: .tt.<b.tl ,ar <t.r.l ,b..E:, N . a ooccw <Mra ."all ".... 1 brv• 1 P• .. Ialtl • I.,q. L•<•E.on, ,M.n ror prb•r,•na 1•l•r•1 r aar•Int aF•1br•<I,p l•11•tl`E NCS 63, 810 r•`ia na • aelb.• Tm• rl•sIT• rowoPaPw,lao. -"aM° Io. A•"PP' nIrNa •, r`•rr oauP• aInr.< .,.q, 1• bA- c ror aa. na.ra PI•a• Po,. E,on,•. bow an, br<a.sla ror nywrr aA•IP.nq. ASI/1PI a •r ror ho-,,N ,p,,o n..I...oA bq .r 1 on mI. •.Ilq .. v.. vO• II•ellq snl. ar..11ly. In•Ie• w ••e•vE•11•• a rnr«•Iwl •IpI•M.I"I r•.P•n•I.III% ••I•Iy r r w a0ooa .Na.,. Tb. •• I<I SoC.Y w ln..r EAI..r•,Iro rx .Nr .Er.l<Eur. I. P..Ielit "•r ai.. wllalp 0•.IOI.r wr ANSlirvl a S•<.2. 8 A. T •:••cQ 41 ' 6 rA Ej` ONAL+ BC DL 10.0 PSF BC LL 0. 0 PSF TOT . LD . 37.0 PSF HC-ENG KD/OF0. SEQN- 518755 DUR . FAC . 1 25 FROM CH 16ISPAC 1 NG 24.0 JREF- 1W204O8_Z44 Od&rAo.FL 32337 FL COA 40279 For a a"I, job', g.a•r•1 m , P• N• • a wb ALPINE •bb..IP.n,.a• < -1 - tP•-9..rcA:.:ab<.nawary C-. ICC'-.,«..,.." illiam H. Krick Lic. Number 70 SUPPORT REPORT JOB DESCRIPTION- 16848 WIND CODE- ASCE 7-10 WIND MPH: VARIES BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT MAX WIND TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+N MAX.-N UPLFT.-N PROFILE A01 30.000 4.000 WALL 0.000 20.333 1310 143 A01 30.000 4.000 WALL 29.667 20.333 1310 143 A01A 30.000 4.000 WALL 0.000 20.333 1207 143 A01A 30 000 4.000 WALL 29.667 20.333 1139 123 A02 30.000 4.000 WALL 0.000 20.333 1280 146 A02 30.000 4.000 WALL 29.667 20.333 1280 146 A02A 30.000 4.000 WALL 0.000 20.333 1210 146 A02A 30.000 4.000 WALL 29.667 20.333 1140 126 A03 30.000 4.000 WALL 0.000 20.333 1273 148 A03 30.000 4.000 WALL 29.667 20.333 1273 148 A03A 30 000 4.000 WALL 0.000 20.333 1210 148 A03A 30.000 4.000 WALL 29.667 20.333 1140 128 A04 30.000 4.000 WALL 0.000 20.333 1215 287 A04 30.000 4.000 WALL 29.667 20.333 1215 287 A04A 30.000 4.000 WALL 0.000 20 333 1210 287 A04A 30.000 4.000 WALL 29.667 20.333 1140 257 A05 30.000 4.000 WALL 0.000 20.333 2658 653 ADS 30.000 4.000 WALL 29.667 20.333 1871 460 AOSA 30.000 4.000 WALL 0.000 20.333 2618 669 AOSA 30.000 4.000 WALL 29.667 20.333 2551 639 801 19.167 4.000 WALL 0.000 20.333 532 125 801 19.167 4.000 WALL 10.333 20.333 344 42 801 19.167 102.000 WALL 10.667 20.333 757 213 802 19.167 4.000 WALL 0.000 20.333 805 191 19.167 4.000 WALL 18.833 20.333 805 191 803••••., 167 4.000 WALL 0.000 20.333 809 193 67 3.000 HANGER 18.917 20 333 721 160 D i r Cco 77 128.000 WALL 0.000 20.333 971 224 t o 0.667 4.000 WALL 0.000 20.333 484 110 j Q„a"" 10 667 4.000 WALL 10.333 20.333 484 110 o c 4 CJ1 1.000 WALL 0.000 20.333 201 CJ1 1.000 1.00 1. 5500 NAILED 1.000 20 333 9 1010 CJ1 1 000 1.500 NAILED 1.000 20.889 36 34 CJ3 3.000 WALL 000 20.333 2 4 CJ3 3.000 1.00 1. 5500 NAILED 3.000 3 20.333 50 50 00 CJ33 000 1.500 NAILED 3 000 21 889 59 28 CJ3A 2. 333 WALL 21.889 221 45 CJ3A 2. 333 1.500 1.500NAILED3.000 3. 000 21.889 73 27 27 CJS5. 000 00 WALL 000 20.333 288 51 CJS 5. 000 1 00 1.55NAILED5 5.00020 333 89 0 CJS 5 000 1.500 NAILED 5.000 22.889 116 54 CJ5A 5. 000 00 WALL 0.000 20.333 2 51 CJSA 5. 000 1 1.5500 NAILED5 000 21 333 61 61 0 CJ5A5.000 1.500 NAILED 5.000 22 889 134 55 001 10 333 3.500 WALL 0.333 10.000 587 58 001 10.333 3.500 WALL 9.708 10.000 587 58 D02 10.333 3.500 WALL 0.333 10.000 587 58 D02 10.333 3.500 WALL 9.708 10.000 587 58 D03 2.667 8 00 WALL 0 10.000 2 3 003 2.667 1.5500 NAILED 2.667667 10.000 7676 8 EJ7 7.000 00 WALL 000 20.333 61 EJ7 7.000 1 1.5500 NAILED7 7.00020.333 127 127 0 E.17 7 000 1.500 NAILED 7.000 23.889 169 81 EJ7A 7. 000 000 WALL 0 20.333 137 33 EJ7A 7 000 3.000 3 HANGER6 .75750 20.333 1077 230 EJ7A 7. 000 1.500 NAILED 7.000 23.854 173 76 EJ78 7. 000 00 WALL 000 2.333 61 EJ78 7. 000 1 1.5500NAILED 77.000 21103.333 103 0EJ787 000 1.500 NAILED 7.000 23.889 188 83 F01 25.729 7.250 WALL 0.000 10.000 1031 0 F01 25.729 6.000 WALL 19.438 10.000 1927 0 F02 23.938 7.250 WALL 0.000 10.000 331 0 F02 23.938 8.000 WALL 6.604 10.000 1515 0 F02 23.938 6.000 WALL 23.438 10.000 897 0 F02A 23 938 7.250 WALL 0.000 10.000 431 0 F02A 23.938 212.000 WALL 6.271 10.000 2191 0 F03 23.604 7.250 WALL 0.000 10.000 333 0 F03 23.604 8.000 WALL 6.604 10.000 1492 0 F03 23.604 3.000 HANGER 23.354 10.000 879 0 F04 19 646 3.000 HANGER 0.000 10 000 884 91 F04 19.646 6.000 WALL 19.146 10.000 884 91 F04A 19.646 235.750 WALL 0.000 10 000 1768 177 FOS 19.292 7.250 WALL 0.000 10.000 1047 0 19.292 6. 750 WALL 18.729 10.000 1061 0 a---- 1 1,•-'• F06'• ti688y 7.250 WALL 0.000 10.000 695 69 oGj ^ cof0o6- 88 5.000 WALL 15.271 10.000 697 68 Fm7 188.250 WALL 0.000 10.000 1396 141 2 ! 8 r• 2 ' i F y: 12. 9 Ot h9 7.250 8.485 WALL WALL 0.000 11. 772 10.000 10.000 672 687 0 0 Z a 39 i,'': 542 7.250 WALL 0.000 10.000 566 0 08 10.542 7. 250 WALL 9.938 10.000 566 0 w 0 8A 10. 542 126.500 WALL 0.000 10.000 1139 0 J F09 10.438 7. 250 WALL 0.000 10.000 1051 0 F09 10.438 6. 000 WALL 9.938 10.000 690 0 F10 2.604 WALL 10.000 144 0 f10 2.604 3. 000 3.000 HANGER 2.354 2.354 10.0001440 2.604 WALL 10. 000 12 30 F10A f10A 2. 6043.000 3.000 HANGER 2.354 2.354 10.0000601060 30 FG1 19938 7 250 WALL 0 000 10 000 4189 113 FG1 19.938 6. 000 WALL 19.438 10.000 3277 90 FG2 15.688 7. 250 WALL 0.000 10.000 3470 0 FG2 15.688 5. 000 WALL 15.271 10.000 3587 0 FG3 9.168 4 000 WALL 0.000 10.000 1956 0 FG3 9.168 4.000 WALL 8.835 10.000 2101 0 HJ7 9.837 4.907 WALL 0.000 20.333 318 143 HJ7 9.837 1.500 NAILED 9 837 20 333 331 64 HJ7 9.837 1.500 NAILED 9.837 23.867 68 22 HJ7A 9.837 4.907 WALL 0.000 20.333 314 145 HJ7A 9.837 1.500 NAILED 9 837 21 333 413 111 HJ7A 9.837 1.500 NAILED 9.837 23.867 58 0 D o rn 00 fJO 01 C v mC, Gable Stud Reinforcement Detait ASCE 7-10: 140 mph Wind Speed, 15' dean Height, Enclosed, Exposure C, Kz-t = 1.00 Or• 120 mph Wind Speed, IT !lean Height, Partially Enclosed, Exposure C. K71 a 100 On 120 mph Wind Speed. IT Mean Height, Enclosed. Exposure D. Kit a 1.00 Orr 100 mah Wind Speed. 15' Mean Heiahl. Partiolly Enclosed. Expo -cure D. Kilt = 1.60 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces 1) lx4 .L. Brace a l) 2x4 •L• Brace o 2) 2x4 'L' 9raee ex ti) 2x6 -L- Brace 2) 2x6 •L• Brace 4 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J U rJ a NT aj S P F I-I F NI / 02 4' 3• 7. 3• 7. 7• B' 7• e• 11• 10. 3' 10, B• 13' 6' IV 0• 14' 0' 14' 0' N3 4' V 6' 7• 7. 1• e• 6' 8' 10• ID' 1' 0' 6• IT 4- IT to, 14• 0' 14. 0' Stud 4' V 6' 7• 7' 0• 8' 6• 8. 10• IV V 10' 6' IT 4' 13' 10• 14. 0' 14' 0' Standard 4' 1' S' 8' 6' 0' 7. 7' B. I. to, V IV 6• It, 10• 12' 8• 14' 0' 14. 0• S P DFL al 4 ( 7' 4' T 8' B' 8' 9' 0' 10 4• 10' 9' 13' B' 14 0' 14 G• 14' 0' 02 4• 3' 7' 3' 7' 7• 1 8' 7• 8• IV 10' 3' 10, e• 13' 6' 14' 01 1 14. 0' 14' 0' N3 4. 2• 6' W 6. 41 7' 11' U. 6' IV 2' to, 7• 12' 51 13' 4' 1 14' 01 14, D• Stud 4. 2• 6' 0' 6' 4' 7• It- B• 6' IW 2' 10' 7' 120 51 IT 4• 1 G4. 0' 14' D• Standard 4' 0• 4- 5' 3• 5' 7• 7' D- 7 6' 9' 6• iG' 2' ll' L' Il' IO' 14 0' 14' 0- i N CJ U O It S P F L1 FIl Nl / 02 4' It' 8' 4• B. 8• 9' 10• 1G' 3• 11' 8• 12, 2• 14. 0• 14' • 0 14' 0' j4' D• 03 4• B' e' I' B' 8' 9 e• IW 1• Il' 7• 12, 1' 14. 0• 14' D• 14' 0• 14. 0• Stud 4' 80 B' 1' 8 6' 9' 8' 10' V IV %' 12' V14' 0' 14. 0• 14' V` 14* 0' Standard 1 4. 8' 6' I1' 7. 5• 9' 3- 9' 11• 11' 7' 12' V 14' 0• 14' 0• 14• G• 14' 0' S P D F L al 5' 1• 8' 5' 0' 9' 91 It, 10' 4' 11' 10' 12' 4' 14' G' 14. 0' 14. 0' 14' 0' 02 4' 11' 8' 4• 8' 8• 9. to- 10' 3• 11' 8' 12' 2' 14' 0' 14' 0' 14. 0' 14' 0• 03 4' 9• 7. 4• 7. 9• 9' 91 10' 2' 11' e• 12' V 14. 0' 14. 0• 14' 0' 14. 0' Stud 4. 9• 7' 4• 7. 9' 9. 9' 10' 2• 11' 8• 12' 1' 14. 0' 14' 01 14' 0• a' 0• Standard 4' 8' 6' 5- 6' 10' V 7' 1 9. 2• 11' 7' 12' 1' 13' 6' 14' 0• 14' 0' 14. 0' d X u O 01iS 4 S P F f ' F N1 / Tie 5. 51 9' 2' 9. 6' Iw IO• I 11. 3- 11, B• 13' S' 14' 0' 14' 0• 14' 0' 14' 0' 03 5' 1' S' 0' 9' 4 • 10, 0• 11' 1' 12' 9' 13' 3' 14, 0' 14. 0' 14' 0' 14. D. Stud 5' 1' 9' 0• 9' 4• 10, e• Ill 1• 12' 9• 13' 3' 14' 0• 14. • 0 14' D• 14. 0' Standard 5• 1' 8' 0• 8. 6• 10, B• H, 1• 12, 91 13' 3' 14' 0' 14' 0' 14' 0• 14. 0' P DFL a1 S. B' 9. 3' 9' 8' IO• il' Ill 4• 13' 0' 13' 6' 14' 01 14' 0• 111' 0' 14' 0' a2 5. 5' 9. 2• 9. 6' 10' 10• 11' 3• 12' 11' 13' 5' 14' D' 14' 0• 111' G' 14. 0' N3 5' 3' 8' 5' 9. 0' 10, 9• 11' 2' 12' 10' 13' 4• 14, 0• 14• D' 14. 0• 14. 0• Stud 5. 3- 8' 5• 9. 0• 10' 9• 11. 2• 12' 10' 13' 4' 14' 0• 14. 0' 14' D' 14. 0' Standard 1 5' V 7' 5' 7' IV 9. 11' 1 10' 7• 1 12' 9' 1 IT 3' 14' 0' 14. 0' 1 14' D' 14' 0• auApaaJt i pie Tr1.SS beparol brace action- r. T vertical length nay ae 1 4c.cled anon diagonal 18' X brace IS wCed. Cannrct 1 daganal trace for 4SONA I L. of vacn end. Max eb I' Brace teTZt length IS 14'. lax 2r4 Or-L 62 ar better dmgnnot T- Vertical length she." eracrt S'oglr 8, intade agave. or double C-" 1assnaan) at 4?l.r •na1 Connect 01agon-1 at N' one or vertical •a Ret er to chart above a WAFXDI'A RAa AND FALLOW NL 1411CS UK INS MAWWJ J ollagllA/f1 a FLMIM THIS Oa11rDG Ill AAL alowt lm nao.ulxw. IN: D61NlLRi •l IM•a ,ea,lrr ..I,- Care h IWWACst Ip, rordii,% fang. In•tatlro pro are pare, to a ' 4 fal)ae Ina tatrat eanion of SCSI ("dYp Car panena Safety InrIavwN a% ey IPI pro SSW far oar IrartY.ea arid, Ia wra,.4.0 twr*r f,ir tl nv. !r,*t II"I *Pull p,evldr te.pdra•y ar.wwc trey Q Iwo•+ elwd atwr,•hr, too tore •Fja roe• pm wly attained •tr.etvol %heel- np pro batty. a araa rove a wapeMy attac)aM rmp ceLrrp locaomn vsan fr perenr.st 'aura% rrsV N[ dr q Q II111 11' roll rove d r.ftono-A b'Iim " NI tw abovegam an Ll. 17 r 1*1 ar a NI-. I'e. Apalf YAO.. to eatw f I01trvaawdpdtiadnasgroanamvearoranawr .AYnt beaa...iJeta ro[w atrw. •1*a. Ill rt' xrrfw to da erp+ IaG-J rr laP.da a plat, podtiats AN frW COMPANY A4PIrm. a s'vIsUm of !TV "allna Contents Groorlp, Inc..roll rat r reapansidw for any arv%W^, trig vecr 4 any fetr,• to aura tr.r Nwa in cw rwarr• elan ASSIiIPI 1. r far mna"..r-,a. rat uaten a roonp of Ir.nara. A W a tale arualp r ro+rr lisp• Gaup tNa aeaalp e!at•w arerptanr• w profr+abW413723RrvarponDriver,ara'hp gpmmaO fr tN a1Dn .wpr• or. oJtYUty Nd w or a" raYrp So1a200 Ir tip a th rrapa+mlty of trio IIINAwb dadner per A1611I11 1 Srel. Ma,yla,d Har9i,13. MO 03043 ra, na,r vrfar+avan •rr ws Joc% ptwn- rotas pope • a IP.rc• oaa ait•a Air m. aaasu"t+cowi IPI. oaa tpr,*t orp; SCM 1-socv.o„atryam ILO eaax:caaf•rp 1 Bracing Group Species and Grades, Group AI S ruce-Pine-F l Hen-rtr al / a2 Standard 2 Stag 3 Stuo a3 Stanaera DcuOtos fo--La,cn Soutnern Pinex a 93 a3 Stud I Stud Standard Stormslard Group Bt nen-rir al el Oo.. 'as rtrlarcn Sc..tnurn Pule.. aI 1 al a2 e2 lx4 Braces snail be SR9 (S-"SS-Rated Bcerd) aror Ix4 So. PLnv ure only 55 ar Inacl.strbi 45 Stress -Rated Boards rvoup allvaluesnaybeused Ith Inew SrnaQs Gable Truss Detail Nctesa Vlroi Land deftectlon criterion Is L.1246 Pecvlam upllft connections rtr 55 plf aver ccn:Ln60,.s tearvg (5 PSf IC Dead Laad) Gaale rod s..Pparis toad fro- 4' V autlooArrs Ito 2' 0• avrrmna. ar 12' Ixy cca ovarnong. A:tacn •L' araces Itn 100 c0.121111+3:; nin) !alas. x ro.. (1) 'L' cracr• space nags of 2' cc. I1 Ill* •nd )ones and 4' cc. oet aen yore4. f x1'ar (2) IV traces} space n--P% at 3' a.-. 70' end lanes oral G• o.r. tetrern JareS L- oradng rwst ar a wodn..n of 80X of eb nrnb•! lengtn Gable Vertical Plate Sizes Ve,t<at Lemin I \b S ice Less than 4' 01 Ix4 tor 21113 Greater than 4' G' 3%4 Refer : o coffin :rarss wsigr far it peak. Splice. anti nee. platy S. Refer to Are Bulldog O•signer for cony -lens not acidressrd ay :Hs ariall. MAX. TOT. LD. 60 PSF 1fF7AA 5 ' 7 jMAX SPLICING 24. 0' Au.n.r.r REF ASCr7-10-GAB14015 DATE 10/01/14 DRWG Al/015ENC101014 06/ 27/2017 T' ReinforcingMember Gable buss Gable Detail For Let -in Verticals Goble Truss Plote Sizes ppropr,ate Alpine gable detail for e sizes for vertical studs Cnglneered truss design for peak, b, and heel plates. vertical plates overtop, use a to that covers the total area of lopped pla tes to spcn the web. eI 2X4 2X4 2X8 rrov,oe connections ror upurt specirlea on the englneerea truss oes.gn. Attach each 'T' reinforcing member with End Driven Nails- 10d Common (0.148'x 3.',m,n) Nails at 4' o.c plus 4) nails in the top and bottom chords Toenoiled Nails, IOo Common (0.148'x3'.miN Toenails at 4' oc pros 14) toenails in the top and bottom chards This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014. A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drowings A11515ENC101014. A12015ENC101014, A14015ENC101014, A16015ENC101014. A18015ENC101014, A20015ENC101014. A20015ENDI01014, A200151"CD101014. A11530ENC101014. A12030ENC101014, A14030ENC101014, A16030ENC101014, A19030ENC101014, A20030ENCIOl014, A20030f.ND101014, A2003OPED101014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815. S18015ENC100815, S20015ENC100815. S20015EN0100815, S20015PED100815. S11530ENC100815, S12030EPIC100815, S14030ENC100815, S1603OENC100815, S18030ENC100815, S20030ENC100815, S2003OENO100815, S2003OPEDIOO815 See appropriate Alpine goble detail for maximum unreinfors%%table vertical length. sM H. T' Reinforcement Attachment Detail I' Re,nForcing 'T' Reinforcing Mercer Member Toe-nad - Or - Entl-nail To convert from 'L' to 'i' reinforcing members. multiply 'T' increase by length (based net appropriate Alpine gable detail) Maximum ollowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member roter,al must notch size, specie, and grade of the 'L' reinforcing member elo Length Increase w/ 'T' Brace V. Example ASCE 7-10 Wlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Verticot = 24'o.c. SP 43 T' Reinforcing Member Size = 2Y4 T' Brace Increase (From Above) = 307.. = 130 1) 2x4 'L' Brace Length = 8' 7' Moxlmun 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' T' Reinf Mar. Size T' increase 2x4 30 2x6 20 FI O f fl l III III [] IUI\\VV1111If f AN ITW COMPANY 17727 Rivelpaa 0,- Suit a 200 Maryland Heights, MO 63047 WARNINCi+e READ AND FOLLOW ALL NOTES ON THIS DRAVIWA 001OR1ANT+e FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses! .@ouir@ e.1eane care a, fabncolrg handing, shipping. installing a d bracing Refer too Fallo. the latest edlGon of SCSI <DvldYig Capbnent S.fet/ inform U n, by TPI and SICA) for saf practice! 01, - t0 perfOrNng these font (lens. lnl Callers sh.n prpvlOe temporary bracing per DCS unit.. ..too other.lse. too chard shelf nave properly attached S11-tura1 shecithlog and batten d hall have a rearerly attached ipd Coelho Locations She,, far pernonent 1. ter.! res traY,t Of b stall havepcligoSl Instpllad oar RCSI Ghd on th J p% 100, 1S opplicalo Apply l.lSe to Caen f tf` Of truss and p051ibn es shp+n obOv! o/W M the JdnC De tall S. unit.. /cited otner+l5eand Rarer td dra+Ines 1604-Z far standard plate positions Alpine, a division of ITV Duading Components Group Inc Snail not be responsible for any deviation this dra..ng, en/ failure tG build the truss In canfornance +,tin ANSI/TPI 1. or far handling, sripGng. niteua,lan a bracing of tru...! A seal on this al -I ig - cover page listing this dra+6ig, Ina!-9es accepts-. of proiessbnpl englneerbp relponlTeWty Solely for the design she.n. rho Suitability end use illy this dnebig far any ![rattan Is the responsloalty, of the e14k41g Designer per ANSI/TP( l Sect. for nave Inioreatlon see This job's general notes page and these +ea sites• ALPINE, ...alpineit.co IPI, ... [pint- I SDCA- ...sbcawwstryorg, ICC, ...ICCS.Feargn-114 VP-"` t c y ` ' : JS a Q. 1 8 r v F. .........''' V\ 17 MAX. TOT. L D. GO PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLET1N1014 BUR. FAC. ANY AX. SPACING 24.0' 06/27R017 I STRONGBACK BRIDGING RECOMMENDATIONS -1 BUTT STRONGBACK. BRIDGING TOGETIICR 0. ATTACH SCAB WITH 10d BUX/GUN 4' -0' 2Y6 (0128'..3.0') NAILS IN 2 ROWS AT SCAB 6' OC NOTE: IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOP. AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) IOd COMMON (0.148' 3.0') OR BOX/GUN (0128'Y3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH SIR13NGBACK IU DUCK W/ (3) IOd COMMON (0.148'.3.0') NAILS OR (4)100 BIIX/GUM (0128'Y30') /i NAILS (`3 are the preferred ATTACH STRONGBACK TO WEB W/ (3) IOd COMMON 0.148' 3') NAILS OR 4) TOO BOX/GUN 128'x3.0') NAILS attachment methods NED AT EACH END. a STRONGBACK BRIDGING SPACING REOUIREMENTS Up to 10' None re aired 10' to 20' 1 raw (at center of sp:n) 20' to 30 2 rats (1 a! each 1/3Points) 30' to 40 3 rows (I at each 1// ' ts) Over 40' Space rots at l0' cc pants) Now -AU scob-on blocks shall be a minimum 2x l stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' ore sometimes mistokenly used interchangeably. 'Brocing' is an important s-cructural requirement of any floor or -oof system. Refer -to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as Footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and -therefore is strongly recommended by Alpine. For additional information regcf-ding strongback bridging, refer to BCSI (Building Component Safety Information). ATTACH STRONGBACK 10 Bill IUM CHINO VI I tpNllnw/f141I, c2) 010 - T SCRE' Ott^^,` STRONGBACK BRIDGING AT1'ACHMt=N1 ALlEF2NA'I-IVES \P;.,.••.•:.fi VARNIN15". WAD AND rlaulV At HIM"; IIN Nns ueAVllart rtili THIS TIC LL PSF REF STRONGRACKINPmtTANI •. CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLER$. I CAT[ 10/0l/l lE€ j lrvf5«s rre .. tr ««tl car« .n icbrica lry, hanalno shPPina. •^s la11Y1C and .-C qc; Refer toeve I— lot,,% .d1t.n of TIC11 tD ldnfl n.ntcarpaiaf.ty Inforrq uon, b, TPI anal SRCA1 far sat. tl 0 708 , TIC DL PSF 4t. s Prlar to P«•forni.y lives. fu^a lbny Ir•bN.r's Nall Pravlalw l«-P.rar, brctlny P«r SCSI S DRWG S IR13hl (3R1014 w.55 na..d too —ord shot: ha.e oroP.rly attached 5tr : ral sneatty anal barrows BC GL PSF Shall s•bll J of lq a p aP,rty attached nail a 11.np Lac.lo sno.n far Pern.nent lateral ... tra.n: of msloocd per Go •arc a,t 'n 87 ar Wt as applicable Apply plates to each To lgvcntlabasea•.l :n« t.•ss arw Det.{,. .tess roaa alh«,..,« a STOBC LL PSF dLIT\\V\I)II Refer p io:nt ings1o., .5 ,tw.n to todro.l s 16CA-2 far standard y.ta oaa.tbns Q Alp-. o do5bn of ITV RCantlane^:S Group Inc Shan rrot h, r,.Pa^sibl. far an, devauan fr do A. do TOT. LD PSF AN ITWCOMPANYNsor.. Im•y Vvs oral nry, any 1e11 .. ttrusses o build ,. truss in co rf c. ..tr witsurPl 1, or -a, handliry, shpol,C. lall.11an { b. achy Ow yN 1 I. a. t• Aseal an thh dro.Yy or' cover pone listing th15 drolly. IMka t.s acceptance of professional lry reSpoe th srely for the .f shown The S.Atabety PM vs. of drawing G\ c NNVPolyrr (' OUR. Al.. l.Qlj 17723 RlterporlOrNeForSw1.2110 or any the 2. any structure4ther.5tgnsbtlty of the W{dlry Ceslyner per ANSI/TPI I Seel. m ts„" •` f PACING MarylDrd Heylus, MO 67043 for nor, Wornatlon see the Job's general notes Pays and these .eh sites. ALPIIIT.. ..alp1^ c.t.conl TPI. .•. tdnst arg, SCCA . .strclndustry pry; ICC• ...Iccsafaory 06/27/ 2017 Commentary: Camber may be built into -trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. De Flection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Rood -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and Magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or law -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) 1 Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) 1.5 x Design Dead Load Deflection) Note: The actual dead load may be considerably less than the design dead load. H. ARNINCit. READ AND fLLLOV ALL NOTES ON THIS DRAWING! •iJV t J4F • Lt " WWOITANT.. ftRN1SIt THIS MAVOG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f i, REF DEFLEC/CAl4B Iruspa requrs eaarene car.:, fa gotitg, honta:tg. shlpplrq, eKaaling oho bractrg Refer to a , -` 7 DATE 10/U1/l4I. alto,proCT tro latest edition of DCSI tsta Cons. Install— Safes all protlon. by FPTor ry seal for sera ry0. 108 1 procilces Pd to p50. to wg these furtctonz. Installers shoo prorltle t 1 sno s braClrg per eCSL : Ilshale• rotes etherty . tap dare roll ror. prap.ns ettonfo atrrcanen sne.s•.np ana batten s DRWG DEFLCAMB1014 Slgtl hors a propertyIns ailed pea rlgld soc t, Latta dons sho.n for perronent lateral restront of : Of fl shall have nu pos testa s per otto zam w 0.7, It w DID, as applicable. no Apply pates to taco T1, 11\ II ei truss onp Ing. 1 n az for abpw aro t. ant Jwt Detaas, uraess rotee otner.za 'ee v" Q QRef<r to dro.4ugs 16M-Z for atonmrd plo to pos.tbns t• Alone. a dlvlslon of ITV WitcAng Conponentz Group Inc. shall not be responsible for any aeration f v F AN ITW COMPANY tAs Italian Q t •• Mg. any faatre to "d the truss In conforronce •ith ANSI/TPI 1, or for ho vAwV. shlppng, e z tollo ton L bs dre of trusses .........• A seal an tads Yaahg or corer pope Us" tYtp tNs A-a.YtO, YM[a tes acceptaKe of profasslarot v 10720 R.e,pon Otive en0hoer" r.s—11:Oty solely for ttv erslpn show, The suitability end use of Ws aro.hg IO A Sum 200 for any structure Is U. responsWLlty of the Siang Designer per ANSI/TPI I Sect. I t Maryland Neghls. MO 00040 for nor. Inf—uan ... %Ns job's general notes page one these veb ates, ALPINE, ..latpneltrcon. IPN •.e.ipinstorg, SeCA ..eswinciusiryorg; WE, .eoresaf—g 06/27/2017 RIGID INSERT DETAIL - REINFORCEMENT FOR HIGH STRESS COMPRESSION J INTS • THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSION SPLICE EXCEEDS 75% OF THE ALLOWABLE COMPRESSION STRESS PER TP1 1 SECTION 7.3.9.2 t OPTION Ill: APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSION MEMBER A MINIMUM OF I' AND SECURE IN PLACE WITH A KEEPER NAIL. KEEPER NAIL IS TO BE SIZED AND SPACED TO AVOID SPLITTING OF THE LUMBER. 1 L.— 1 n" MTn1 JOINT LOCATI OPTION 112; APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF C MPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END. LOCATION J `` y"jl+ alMnlwmat VARNIIGss REAo Amo rCILLOV ALL IQTES ON THIS DRAVIWd I v •f \`jE s( IMPORTANT.. rum TNIS ORAVINO TO ALL CONTRACTORS INCLUOINO INE INSTALLERS. V Trusses require e.trene care In fabricating. handling. chipping• instalUrg and bracing gofer to o • I Paloo the latest edition of lCle tRusdlrg Con. Ins Safety Information. a or cntl SICAI far saf YPracticesPriortoIllf. % o these full hove . Installers shall provbe temporary bracing at K Q• 1 8 II•d,I have a property Q top Chari shall ha.. properly altaChwd iper aural shoot" np ontl halloo tl shall have a properly attaChltl rlpla ClMlrg. Loco tbns sha.n for perronena lateral restraint of b rl ISO j (j of 11 have bracing installeds per RCS! send on, the J or 0.1 46 applicable. Apply plo ter to each f (` II IIJIIUI I' 1 1\\VVI II of crust and position as cw.n sbpve oM on ew Joint oaous. u•aes: rota atwr.ls. i T ORefertoe'oaeps 16OA-2 for stanolaro pate positions. A S 1 Alpine, a tlrvlibn of ITV Bubbling Coroonems Croup InC. shall not be I.sponslble for any oevbtbn AN ITW COMPANY tins tlra.lnp• any fasv. to "d tin. truss N canfarronKe .11h IINSI7TPI 1. ar far wnol6ng. snppbg, lO • ra• y< mstoUoadln t bcius goftrs.s ti l .• A Seel on this drawing w cover page Ustbg INS 0-asm Indcates accpgnco of profedStoroI NkQr.......... 13723 Rlvelpwl On" engineering responsibility solely for %he d.slon shorThesult.btlty and use of this,oro.Yg Suds 200 far any Strvctw Is the respmelOer tlty of the &A" Designer pMSVIPI 1 SacZ jt 1`Pfj Maryland Hoolus, MO63043forRareeJarRatbns.. this Job's general notes page and these ..b $ltea ALPIK, ....64pinelt.Con1 IPh ... tPlnstorpl SRCA• ...sbchdustry.arpl ICC..s.a:Cssfe arp W.illiam.l L_Krick . RIGID INSERT WITH A MAXIMUM OF 57 SLOTTED (VOID) n._ AREA. TC LL TC DL BC DL BC LL TOT. LD. 17 DUR. FAC. SPACING PSF !REF RIGID INSERT PSF I DATE 10/ 01/14 PSF DRWG RIGINSRT1014 PSF PSF 06/27/ 2017 CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf. is specified on n truss design but on alternative web L.—Rein fOY'Cement: or reinforcement method Is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified in chart below nay be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2xG 2-2x4GO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6QK) T-reinforcement, L-rein forcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. ON) Center scab on wide Face of web. Apply (1) scab to each Face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x30%min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length Scab MT T-Reinf. L-Reinf. aauuwT Qi L VARNING1 to RCAO mo rOLLav ALL HHES IN THIS ORAVIWA f TC LL PSF REF CLR Subst. Oaw,ARr.. FUMUSM TMS DRAWING TO Au CONTRACTORS INCLUDING THE IMMLERS DATC 10/Ol/14 truss.s r.q,-..a.ne Car. In r.brk.limg. h UnM shppbng, kw%.I,bV and brecko R.f.r to a 70. I 8 i TC DL fSFpall°! Ire's latrt edition of lCtr se rvo lanaonent Safety Inrornovide by IPI antibracing for 1101proctkezpreptoperfr.°rq these rv¢tlons installers :Mu pr°v1oM temporary brocbp per YCSL J 3 DRWG BRCLBSUB1014t'"'e'. noted othsr•.se. tap Chord shall Na•e properly altaCh.d str.etarat SlteatNing and button BC DL PSF rl r, r\ (7 Q C '' U''IU^\\\VIIII shall hove a property attached rigid celuta Lacatlens sho— for p—nent lateral restrani or or I haV! brOCInQ NSSaIIId per $I SK. on 97, ly Y RIB, r Wdess / billy parr to loch raC of truss antl pn os above .bat Oetals, vless Meal otheralse t S T O • i i s BC LL PSI 1114111— ing. ror sRefertoaMo•t'ngs IegM2 for standard plate poaltiona. ill to osi Alpute, a ONJon of ITV On/IArp Conpwtents fro.O Inc Blatt not till responslye for an deviation f L i L , VOI.L..~v:., AN ITWCOMPANY tl•s dra•ing any ialnre to buad the truss in Conformance •Ith ANSUTPI 1, or for handling. s/apwg. 1 a \ G T T. LD. PSF Malallaldl a —.C.tg or Jr. sea A seat on this 0—i ng or Cover Palle Ustlrtg this 0latrap, 1nadlralK at—pta 1, of professional tSF' e l DUR. FAC. I3723 Rharpoll 0n I^0 reaponsloilty solely for the design Shown. wThe sl/tal0ty and usr or this Om*bV AL N17 sude200forar0' Swcttr! tote Isresponsibility of tote aJiIR Designlr par WGUITP1 I Sect. 1 fY 1 PACING ManylladHeights, Me 63043 far war. bnforwatlon se. this job's general n°t.s Pape anthese •.b s,t.n ALPUI[..e•° IpYtelt•Conl TPI. •••tprnst.org, S CJ, •••sbertOnslryargl ICC. •••kcs°fe°r0 06/27/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 Or, 100 noh wind Sneed. 30' Mean Heioht. Partially Enclosed. Exoosure D. Kzt = 1.00 2x4 Brace Gable Vertical Spacing ISpecies I Grade No Braces 1) lx4 'L' Brace l) 2w4 'L' Brace 2) 2x4 'L' Brace r l) 2x6 'L' Brace . 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U Q S P F F 01 / 02 4' 1' 6' 11' 7' 2' 8' 2' e' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' N 3 3' 10' 6' 2- 6' 7' e' 1' 8' 5' 9' e' 10' 0' 12' 8' 13' 2' 14' 0' l4' 0' Stud 3' 10, 6' 2' 6' 6' e' 1' 8' 5' 9' e' 10, 0' 12' 8' 13, 2' 14' 0' 14' 0' Standard 3' 10' 5' 3 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10' 14' 0' 14' 0' QJ ou S P D F L N1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14. 0' 02 4' 1' 6' 11' 7. 2' 8' 2- 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' N3 4' 0' 5' 7' 5' II' 7' 5' 7' 11' 9' B. 10, 1' 11' 7' 12' 5' 14. 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 111 5' 13' 6' 6' 7' 0' 8' t0' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U Pi i U U S P F uflF NI / N2 4' 8' 7' 11' 8' 3' 9' 4- 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' N 3 4. 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stondard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' IV 0' 11' 6' 13' 6' 14' 0' 14' 0' 14. 0' tD S P N1 4. 10, 8' 0' 8' 4' 9' 6' 9' t0' It' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 02 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14. 0' 43 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' It, t' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' QJ D F Stud 4' 7' 6' 10' 7' 3' 1 9' 1' 9' B. 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6. 5' e' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' NI / 42 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' It, 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d L U S P F LJ F 113 4' 10' 8' 7' e' It, 10' 2' 10' 7' 12' 2' 12' B' 14' 0' 14' 0' 14' 0' rl Stud 4' 10' 8' 7' 8' 11' 10, 2' 10' 7' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' O I Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12, 2' 12' 8' 14. 0' 14. 0' 14' 0' x CJ it 1 S P D F L Nl 5' 4' 8' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 0' 112 5' 2' e' 9' 9' 1' 10' 4' 10' 9' 12, 3' 12' 9' 14' 0' 14' 0' 14' 0' Cu N35' 0' 7' 10'8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14. 0' 14. 0' 14' 0'V 0' Standard 1 4' 10' 6' it' 7' 4' 1 9' 3' 1 9' 10' 1 12' 2' 12' 8' 1 14' 0' 14' 0' 14' 0' 14' 0' 3,yl'IIt About) able Truss Diagonal brace optibno Tverticallengthmaybe doubled when diagonal 18' )K brace Is used Connect L I diagonal brace for 5250 Ij- at each end. Max web Brace total length Is 14'. K)K 2.6 DF-L 02 arV,4 better diagonal r Vertical length Shown brace, single B' In table above. or double cut as shown) atupperend Connect dl000nat at ALFDO IE AN ITW COMPANY 13723 Rma,porl Orme Suite 200 Ma,ybnd Heights, L/O 03043 I/ / / / lcOntlnuous 1IIL _`I'V Refer to chart above w•VAIWINO•• RCAD AND rRLOV ALL MKS nl THIS DRAWING ' vIWDRT:T.- FURNISH THIS 0RAW11(. 10 ALL C tTRACTORS INCLUDING THE INSTALLCRS. To* %na reaure .•tr.ne care In fabrd;at•mg, hanalil sWq*v..6talling and breck9 Rafer to om! fol10. fine roust eaYAlan or tCSI quailing Copment Safety Infornatlon, by TPI ..a StCA) far safe Proctkes priar to perfyr.wg these fvn tIs Installers shell provwle unporary br.cr,g par RCS Unit— rated nther•ne, tap Nord hell hew pr,pvrly attached structv,41 smretrvmg entl bolt.. ar shill .vs a properly attached rlga Calling locations sna•n for pernanent sterol res v.ht of w shell have bractmg Installed per RCS, sec lions 83, 87 or 110. as epplcaWe Apply pates to each fe Of truss ono position as Sloan above antl an the Joint Retells, uMfss rated .thfe.Ise. Refer to dro.Ings 16CA-Z for Stondard plate P.slV.ns Milne, . division of ITV tuldhp components Group Inc. shall rat be responsible for any deviation f INS cleaving, any failure to twld the truss in conformance •Ith ANSI/1P1 I, or for handling, shipping, l nflallallon L bracing of trusses A seal an this drawing or cover page Its" this •rowk%, bdcetes acceptance of professional erlyn.erhg responabllly solely far the deslgn shoo. Th. wt.buty end us. of this draahg I— arty itr—t— m5 the rrsp.nstllty of the LAilg Designer per NISI/TPI 1 Sec2. ror nor..,farmati n aea it" Job's g.neral metal page and 1"....b $its, ALPINc• ... alpinaltw.can; TPI ... tphsloro; Sac^ ... stc,na"I'y.tro; Icc ... Kcsafeorg 1 th Bracing Group Species and Grodest Group A: S ruce-Pine-fir Hen -Fir pl/ N2 Standard l2 Stud N3 Stutl I I N3 Standard Dote las fir -Larch Southern Pine••• 03 12 Stud StudStandard7lStandard Group B- Hem-rir NI t Btr Nl DlfirLarch Southern Pine.•• N2 I.. Braces shall be SRB (Stress -Rated Board). ror 1.4 So Pone use only Industrial 55 or Industrial 45 Stress - Rated Boards. Group B values nil be used w,tn these grades Goble Truss Detail Notes: Vlnd Load deflection criterion is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load) Gable end supports load from 4' 0' outlOakers with 2' 0' overhang, or 12' plyaoad overhang. Attach 'L' braces e,th too (012e'430' nln) nods. K far (l) ' L' brace, space malls at 2' O.C. n to' end zones and 4' o.c between zones 3*)Kror (2) ' L' braces, space nails at T o.c. In 18' end zones an 6' cc. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less then 4' 0' 2X4 Greater than 4', but 3X4 less then It' 6' Greater than Il' 6' 4X4 Refer to common truss design for peak, splice, and heel plates Refer to the Building Designer for conditions not addressed by this detail REF ASCE7-10- GAB14030 DATE 10/01/ 14 DRWG A14030ENC101014 MAX. TOT. LD. 60 PSF 17 B4unF+nr 7/ 1$tVAX. SPACING 24.0' 06/27/2017 L LLJ N J v Ld a vY Q + rn o LLJ N LL I L Z Q N L O U p U Q (n F ++ Q +r r v 3 V Z Q Ld LLJ L Z Z Qi Ld Q v Z Q w 1 i N D > 0 O Q . N J IZ' Ld C N C Ld N V) w L4-0 Ld O j L Q a Q 30' 10'10' 8'6' 10'8'--I 2ND FLOOR TRUSS LAYOUT 16' 14' RECORD COPY SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16' HEEL I BRIG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR ;;Air GL 5 A- ;';;-;U54G UNLESS NOTED OTHERWISE BEARING HEIGHTS HANGER TAKEOFF 9'-4- HEIGHT 4) HUS26 16) HHUS46 19'-B" HEIGHT 0'-0" HEIGHT 0'-0' HEIGHT NOTE rY OF THE BUILDING DESIGNER OR AN APPROPRIATEONNECTION FOR TRUSSES IURE PER REACTIONS SHOWN ON TRUSS OONSOERAWONS FOR MECHANICAL EMPM04T 0 THEIR CONNECTIONS IN TRUSS SPACE BY BUILDER ON APPROVED TRUSS LAYOUT THIS COMPANY 6 A TRUSS MANUFACTURER WHOSE RESPONSIBLLITES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-I995 'DESIGN RES KMSMUTIES'. ACCORDINGLY, IT O50 AM ANY RESPONSIBILITIES AND/Hill LIABILITY FOR THE CONSTRUCTION OESION. DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS DowAmY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS OESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINDING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED WOW TRUSSES RECOMMENDATIONS' SCSI 2006) FOR FURTHER INFORMATION TRUSSES STALL RE INSTALLED IN A STRAIGHT AND PLUMB POSTLON. WHERE No SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SMALL BE BRA® AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SMALL BE HANDLED WITH REASONABLE CABIN DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO, 407-321-1440/386-872-5098/352-557-4901 LONGWOOD/ORMOND BEACH/MASCOTTE DA_VIDWEEKLEY HOMES 7511 B LOT/SLN/SIBDIY LOT 22 REAGAN POINTE SCALE DATE JORAwN BY UOS NUMBER 6-26-17 JCRH 116848 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specificatio M Permit # # 1 7- 2 0 7 8 ANFORD Project Location Address 2844 Gipper Circle Sanford, FL 32773 F°AR 1 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.org. 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# 15213.37 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 MI Windows and Doors Sliding Glass Door FL# 15332-112 Sectional Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll U Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Description Florida Approval # including 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. Hardie5offit 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. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate June 2014 Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u 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 Applicant's Signature Applicant's Name Please Print) June 2014 f 2(15 2D17 Florida Building Code Online rw.r• Fla. BCIS Home Log In User Registration "it Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search doFIce. da prYProduct Approvalci-101 USER, PuDpt User Pmdurt lao,o•131 Me-j or Apyhralian Sao", > ADalir9o•)n LKt > Application Detail FL x FL15213-R2 Application Type Revision Code Version 2014 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@rwbldgconsultants.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 - Mardcopy 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. Validation Checklist - Mardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/1.5.2/A440 2005 ASTM E1886 2002 ASTM EL996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 I i l I l http6J/www.11oridabuilding.orgfprlpr app_dU.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTpa/o2bKNJ20gENbwWgYlOnaBCW/a3d%a3d 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 d Page 1/ 2 Q FL Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood i 6.8 "Impact- Opaque Fiberglass Single Door - i Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.I.odf 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: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf j additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i j 15213.2 b. Smooth/Wood Grain/White Wood ', 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door I - Configurations) I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 l Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. i 15213.3 c. Smooth/Wood Grain/White Wood Series 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Snap Frame" Glazing - Inswing/Outswing (OXO - ; Grain/Rustic/Mahogany Fiberglass Door utilizing Configuration) Limits of Use I Installation Instructions iApprovedforuseinHVHZ: No FL15213 R2 11 Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409IImpactResistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odfIadditionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15213.4 d. Smooth/Wood Grain/White wood ! 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No I FL15213 R2 11 Inst 15213.4.odf 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: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 115213.5 e. Smooth/Wood Grain/White Wood 6'8 *Impact" Opaque Fiberglass Single Door with Sidelites Gram/Rustic/Mahogany Series utilizing 'Up Ute" Glazing - Inswing/Outswing (OXO - i i Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No ! FL15213 R2 11 Inst 15213.5.ndf hopslMrww.tloridabuilding.orgfpr/pr app dtl.aspz?param=wGEVXOwtDgv3yWKJZ1ORC3FgPGdggzITp%2bKNJ20gENbwwgYlOnaBQ%3d%3d 2/5 2/15/2017 Florida Building Code Online 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. See INST 15213.5 for Design Pressure Ratings, any FLL5213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "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 FL15213 R2 11 Inst 15213.6.odf 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: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.7 g. Smooth/Wood Grain/White Wood 6'8 'Impact' Opaque Fiberglass Double Door with Sidelites I ' Graln/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 FL15213 R2 11 Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A I Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes I particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Ute" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) I Urnits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.8.odf 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: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 115213.9 L Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) , Fiberglass Door Limits of use Installation Instructions i Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 61 "Non -Impact" Glazed Fiberglass Single Door with Sidelrte Grain/Rustic/Mahogany Series utilizing 'Snap Frame' Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Approved for use In HVHZ: No Installation Instructions FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 RZ AE Eval 15213.1.0.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. 1520.it k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Umits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.11,01' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.11 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htips:llwww.Ooridab,dldi%orgolpr_app dtl.aspx7param=wGEVXQwtDgv3yWKJZ10RC3FgPGdg9zlTp%2bKNJ20gENbwWgYKkiaBQ%3d°h3d 3(5 2/15/2017 Florida Building Code Online 15213.12 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ 11 Inst 15213.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with i Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ II Inst 15213.13.01 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. i 15213.14 n. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Single Door utilizing "Lip i Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions i Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.14.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: See INST 15213.14 for Design Pressure Ratings, any FL15213 RZ AE Eval 15213.14.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.15 i o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Up Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FLI5213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8 'Non -impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - i Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 1I Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 RZ AE Eval 15213.16.oCf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 Il Inst 15213.17.odf 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 i Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes iparticulars. 15213.18 r. Smooth/Wood Grain/White Wood ' 6'8 "Non -Impact" Glazed Fiberglass Double Door with i Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO i Fiberglass Door Configuration) i Limits of Use Installation Instructions httml/www.floridabuilding.org/prlpr epp dU.aspx?param=wGEVXQwtDgv3yWKJZlQRC3FgPGdq$ITp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2/15017 Florida Building Cade Online Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.18.odf 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 15213.18 for Design Pressure Ratings, any FL! 5213 R2 AE Eval 15213.18.D0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood . 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 li Inst 15213.19.odf I 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 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 It. Smooth/Wood Grain/White Wood 18'0 "Impact" Opaque Fiberglass Single Door with Sidelite I Grain/Rustic/Mahogany Series N ; utilizing "Snap Frame' Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes i Created by Independent Third Party: Yes j Design Pressure: N/A I Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any i FL15213 R2 AE Eval 15213.20.pdf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ; Go to Page 0 0 Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone. 1150,487-1824 The State of Flondo IS an AA/EEO employer. Copyright 2007-2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, 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 br phone or by traditional mail. If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 455.27%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 emorls 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 here . Product Approval Accepts: 0 O KI Credit Card Safe hltpsJMiwwJloridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 515 XIEMR lastt ppro 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 Sth Edition 2D14) Florida Building Code (FBCI struclurd requiemenls eKcIuding the *Hgh Velocity Hurricane Zone' (HVHZ). 2. Product onchon shoo be os Wed and spaced as shown on details. Anchor embedment to base material than be beyond won dressing or stucco. 3. When used in areas requiring wind borne debris protection this product Is required to be protected with an impact resislont covering that complies with Section 1609.1.2 of the FBC. a. For 2x stud homing construction, anchoring of these LQ*s; shoe be the some as that shown for 2x buck masonry construction. S. Site condilions that deviate from the detoik of this drawing require further engineering analysis by o licensed engineer or registered architect. TABLE OF CONIENTS SRER 0 DESCRIPTION I T eWrotion. design Pressures, d general roles 2 Door panel depots 3 llosirontal cross secirorx 4 Venrreol moss Sectiorss S Buck and home oncho" - 2X buck masonry construction 6 Rome one - 1 X buck mosonry comuuclion 7 Be of moterfols B components 37-V MO% OVERALL FRAME WID1H F-1 0 Li W O 0 OLL11 --41 SWING MAX. FRAME DIMENSION DESIGN PRESSURE (M POSITIVE NEGATIVE INSWING 37str x 97.W 7S.0 7S.0 Og1SWING 37S0' x VA-W t7S.0 75.0 f: e: FL-15213.37 4m t or L 43 47 46 • INTERIOR 43 i \ 4 B 1 KitO6EXTERIORq4i d i t 41 `• 1 HORIZONTAL CROSS SECnON ez 42 aQQzg to 35.7S• MAX. D.! & Gi DOOR 15,••-_ r- P WPANELWIDIIII__ I _r 17 2 _ T _ 12 PVC CIAll—omp. , ; PVC CRINGE SOLE CAP _ - - - > I INTERIOR _ EXTERIOR w I' 3.66• _1 - H h K 1 O Q t] LJ O 0 LATCHSTILE 1• o I1 I I r LVL 45 ; h _ TL) aR OS 01 12 0 L_ OAIL%21 VERTICAL CROSS SEC110N scat N.i.S. IS PVC Comp. 2 me W. JK • 17 Lrt ewc. w: LFS ? O DQQJ PANEL OWN" io, N FL-15213. 37 0 r[n 2 or 7 p INTERIOR U EXTERIOR 11 1 HORIZONTAL CROSS SECTION Oulso oup=o ed shoam • irm" ole 1.114 MIN. EMS. IIYP.I INTERIOR EXTERIOR p) l U OHORIZONTAL NCROSSSECTIOShownwllxsuDDuck INTERIOR EXTERIOR HORIZONTAL CROSS SECTION otro oppovod P520 B ~ z P-3Z 7 EXTERIOR - INTERIORtx EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION eVERTICAL CROSS SK110N 4 Slwwn w/tx wlsbuct , 4 21u o m Insw4g gl EXTERIOR INTERIOR EXTERIOR INTERIOR 40 30 '^ n + n • ` - E n ° n n • a n c w¢ 0310 t/12 i swt: N. r S. ° F ;W tm. JK m a. we. LFS 3 3 VERIICAL CROSS SECTION 4 VERTICAL CROSS SECTION DR." NO, 4 Oubwwg conrSwaxon 4 DISWIt9 canuguolon r. FL-152tJ.37 - 9[n 4 or 7 P --1 1-- MASONRY OPENING 2X RUC RUCK ANCHORING CONCREIE ANCHOR NOFES: I. Concrete anchor bCOlbM of the comets may be aghsted to mointoif the min. edge dkbnce to mortar jokd.. 2 Concrete oncnor bcalbns noted as A"X. ON CENIER mLat be ad cared to maintoln the min. edge oblo+ee to mortar jalft odclikonol concrete ancnas may be required to enwre Ina IMAX. ON CENIER' dlnxtssbn are not exceeded. 1 Concrete onctwr table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR tl Ijr 1.1/r r 1- IAPC ONa E CO 1/r 1.1/r 1• tl- UITRACON I WOOD SCREW 06TALLATION NOW: I. Malntdn 0-lb --- xxn S!I• edge cWonce. I• end dalonce. a I'o.c. soockV of wood ww,410 prevent the Wfif tlg at wood. HINGE JAMB 1 TYP. MEAD 6 MASONRY JAMBS OPENING FRAME 2X yTYP. @ SILL FRAME ANCHORING Masonry 2X buck cotsslnlclion U CI i •, III •'•..... r n J I '• ' O p A un•: a p a gz{ L J d C W m Rfi 1• 4CCO6 3s a z of x HINGE DETAIL ILI STRIKEJAMI M 2B M 27 LATCH A DEADBOLT DETAIL MNGE DETAIL LATCH A DEADAOLT DETAIL CONCRETE ANCHOR NOTES: 1. MConCrtoorwoneeaIOCOhOftheCOTOnmoybeOMPO010RXWIIDlnrMMhcdpo= wioo tomjoRln i Conuule QlWh l ocaoro nonU oEMk f UAX. ONCErn%at oe adped to h —hroln the medgecrtonele modo johm odckland Oonctele onCnon mOybomnkodto OMMo HIO-MAX. DHCDOIElf C& WMWW monotwoodod 1 Colelelo mchor tobtR: ANCHOR ANCHOR MW. MUL CIlARANC! MAN. CItARANCf TYPE SITE FMBEDMENT 10 MANNJRy 10 ADJACFHI FDOf ANCHOR iryI • urc1JN ve mior Y lk CO a 1! P 1•lie 1- UIIRACON nw • S/le- I• IJP S- Mir A I WOOD SC$ W MIMIAIrON NOTFS. 1. AIoRMaDt o nilpnen & roclQe cusww . r end cikm u. A ro.c. lgoc6lp o1 wood newt to WSranl tM WRI. p o1,,GM HINGE JAM! MASONRY OPENING FRAM ix suc ERAME ANCHORMG MotolMy IX Duck construction Lw N .. cEE ad: 4 3a z r I a L STRIKE JAMB h qW O 1 2 L Jc 05101112 1 uR, N.T.S. 1 C By[ JK c N• ef• LFS I WFUC ID. R FL- 15213.37 c its -L OF 7 " O 8111 OF MATERIALS 11EM DESCRIPTIONMATERIAL A 1X BUCK iG>=0.55 WOOD B 2X BUCK SG >= 0.55WOOD C1/fMAX. SFIIM SPACE D 1/!" X 2.T/4' PFH ELCO OR IiW CONCRETE SCREW STEEL EMASONRY 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHO CONCRETE 3 I-- 2l NFAD B SIDE JI Pdygr m rt SAr Na< u I t1 1 0 §z ooc 7 ADJUSTABLE INSWING THRESHOLD zIJJ n W 47° u050112VALN.T.S. or: JKLFS/ 7.-15213.37S+[Q L or7 G L6- L r 2/15/2017 SCIS Nome Log In User iclistrotion Mot Tower Florida Building Code Online Suom.t surcnorgv Stars 3 F uts PUDl.ptivns FBC Staff SCIS Sir- Mav Links Scardi crd r y l Product Approval lam' USER, Pvblic Vier I>•: iM' ,»rrnl :+•,. > a•,v.-- ;r >>a -tC,nr i > ,%,e4-7i nn - > Application Detail Yr 4'• FL S Application Tyoe Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15213-R2 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 n c kw @ rw b idgco ns ul to nts. co m Vivian Wright rickwrolrwbidgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconneil@plas,pro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 1213112018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Fi i Sl i 1 02 CJl of iPIDPENQENCE.3df Standard Year tO l/T.S.2 1997 101/i.S.2/NAFS 2002 AAMA/W DMA/CSA 101/I.5.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTi I E330 2002 TAS 201, 202, 203 1994 httpsJtwwtv.noridabUIdingorglpr/pr app dll.aspx?param=wGE%/XQwtDgv3yVVKJZIORC3FgPGdg9zlTp%2bKNJ20gENbwWgYDiaB0%3d%3d 115 2r 15/2017 Florida Suildiry Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products 0 0 Page 1/ 2 dGotoPage FL 9 Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series i Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVMZ• No FL15213 R2 li Inst 15213.1.0f 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: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 61 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/ Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ• No F115213 R2 H Inst 15213.2.odf Approved for use outside HVMZ: 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: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Ev31 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 '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 F1 15213 R2 II Inst 15213.3.odf Approved for use outside HVMZ: 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: See INST 15213.3 for Design Pressure Ratings, any F1.1520 R2 ?E Ev31 15213.3.cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 13213.4 ^d. Smooth/'Hood Grain/White Wood 61 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.5 Installation Instructions F 157;3 R.2 It ins, 15213.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i1152E3 R'' AE Ev31 E53t3 odf Created by Independent Third Party: Yes a. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No R2 It Ins_ 157 1 3.3.2df hitps:pwww.Ilaridabuilding.orgfpr/pr_app dll.aspx?param=wGE%/XOwtDgv3yVVKJZIQRC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 25 2115120IT Florida Building Code Onlire 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: See INST 15213.5 for Design Pressure Ratings, any FL15213 RZ a_ E•ral 1521.3.5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "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 FL15213 P2 Ii Inst 15213.6.D.Jf 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: See INST 15213.6 for Design Pressure Ratings, any FL15713 R2 aE Eval 15213.i.^ef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ 11 Inst 15213.7.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: See INST 15213.7 for Design Pressure Ratings, any F1.15213 R7 AE Ev31 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ 11 Inst 15213.8.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: See INST 15213.8 for Design Pressure Ratings, any F1_15213 R2 AE Evil 15213.3.3df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/white Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.9 for Design Pressure Ratings, any r 15213 P.Z aE Ev31 15213,31,adf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 ). Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing 'Snap Frame' Glazing - Inswing/Outswing (OX or XO . Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 P.? 11 Ins., 15213.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any F, ! 5213 RZ AZ °v31 15313.10 ;df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 61 'Non -Impact" Glazed 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 FL152!3 P.2 H ln>t 15213 11.9cf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Tiiry Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213,1! for Design Pressure Ratings, any r ti?:3 P.Z AE =v31 1i?13.11.cdf additional use limitations, installation instructions and product Created by Independent Third Par y: Yes particulars. htipsl/v ww.Aoridatxilcirg.orglprlpr aFp dtl.aspx?param=wGEVXQwtDgv3y`/VKJZ10RC7FgPGdg9zlTpOro2bMj2CGENbwWgYlCnaBO%3d%3d 3l5 2/15 017 Florida Building Code Online 15213._12 I. Smooth/Wood GraintWhite Wood 6'3 'Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing • Inswing/Outswing (XX Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL157! 3 RZ H Ins: 15213.12.9df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any r LS213 RZ AE Evil 15213.t2.cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 61 'Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) — Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15213 R_ 1I Inst 15213.1,1odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.13 for Design Pressure Ratings, any P_15713 R2 0_ E•r3l 15213.13.edf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/wood Gram/White Wood 61 "Non -Impact' Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/ Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FI-15213 R2 II Ins', 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 RZ AE Evil 15213.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White wood 6'8 "Non -impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing 'Up Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No GL 15213 P.2 II Ins, 15213. 15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Evil 15213.15 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 61 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute' Glazing - Inswing/Outswing (OXO - Fiberglass Door Configurabon) Limits of Use Installation Instructions Approved for use in HVHZ: No P 152-3 RZ I1 Ins, 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any P.152!3 RZ AE EYaI 15213 15.pef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 P2 1! Ins-, 152!3. 17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any R2 .12 °v31 152!3.17.;2cf additional use limitations, installation instructions and product Created by Independent Third ?arty: Yes particulars. 15213.L3 r. Smooth/Wood Grain/White Wood 6'8 "Non -impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions hilps:t&ww Iloridabuilding.orgfpr/pr aFp dU.aspx?param=wGEVXOwtDgv3yVVKJZ IORC3FgPGdggzlTp%2bKNJ20gENbwWgYlCnaBCI%3d"/o3d 415 2/15120 17 Florida Building Code Online Approved for use in HVHZ: No FL_5713 t)i H ins' :5?13.13.:i Approved for use outside HVHZ: Y-5 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 15213.19 for Design Pressure Ratings, any Fl 15713 P.2 J_ Eyel 15713.MCcf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 S. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Insvning/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ- No F1 15213 R2 E Inst 15713.19 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: [MST 15213.19 for Design Pressure Ratings, any Fe 15713 R2 Ac" Eval 152L3.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15213 R2 H Ins.' 15213.20.3df 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 15213.20 for Design Pressure Ratings, any FL15213 P.2 1E E-ral 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d © Page 1 / 2 d C C•sntpe Us :: 2501 Blair Stone 3oad. 7allnnarce 32'_M !hone 850.487.18_4 The Stara of Florida IS in WEE-0 employer. Coov oht 2007-413_St7te of eionda.:• Pwscy Statement :: acCesseolity Sratenwet :: Refund StYtmem Under Florida law, email addresses are public records. If you do not want your c-mad address released m response to a public-recoros request, do not send electronic mail to this entity. Instead. contact the office py phone or by traditional mail. if you have any 7testlons. please Contact 350.487.1395. 'PurSusnt to S'ction J5S 27%1). FiorWo statutes. effecoye October 1. 2012, licensees licensed under Chapter 455, F.S. mnt provide the Department with an email address If they have are. The emals provioeo may be used for official communication •Mth ice licensee. However email addresses are public retort). If you do not wish to suppty a personal seeress, alease provide :ne Department mth an email address which can be made available to the puoiic. Tv determine if fou are a licensee under Chapter 455, F.S.. please dick new. Product Approve l Accepts: f® ~El E Credit Cana Safe r h https:!lwww.tloridabuildirg.orgfpr!pr_app ell.aspx?Wam=wGEVXOwtDgv3yWKJZ 1QRC3FgPGdggzlTp%2bK 1J20gENbwWgYIOnaBQ%3derb3d `515 plastpro 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 51h Edition (2D)4) Florida Building Code (FBC structural requkemenls excluding the 1Ggh velocity Hurricane Iona' HVH7). 2. Product anchors sholl be as bled and spaced as shown on details. Anchor embedment to base material shoo be beyond wall dressing or stucco. 3. When used in seas requiring wind borne debris protection this product is requited to be protected with on impact resistoni covering that complies wilh Section W.1.2 of the FBC. 4. For 2x stud framing construction. anchoring of these units shill be the some as that shown lot 2x buck mosorny Construction. 5. Site conditions that deviate from the detoits of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS MEET B DESCRIPTION I Typical elevolions. design pressures. B general notes 2 Door panel delols 3 Horfrentd cross sections 4 vent cross sections S Buck and hone onchork+ - 2X bucl mosorry Construction 6 Fonwanchoft-IXbuck mosonryconsirmlion 7 Bill of motedols. giomlg detoh 6 components 37— V MAX. OVERALL FRAME WIDTH I 1 0 1E X o 11 4O P FULL LITE 37- V MAIL OVERALL r FRAME WIDTH I 3/ 4 LIFE IV y•.i•` d Sp dmd lilt a" z 0 W 3np b SWING OVERALL FRAME DIMENSION OVERALL D. L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (ISF) POSITIVE NEGATIVE 37. S0- FUII UTE 21.00- x 79.W 47.0 47.0 INSWING x 3/ 4 LITE 21.ff x 63.00' 47.0 47.0 98.0v Gl 37. Slr FULL LnE 21.00- 47.0 47.0 OUISWING x 3/ 4 LttE 79. 0(1` 21. 00- 0' 47.0 47.0 96.Sr 48 46 39 INTERIOR 3515 MAX DOOR PANEL W0111 21.ff MAX. r D.L.O. WIDM 2 F o d o X L_ ODOOR PANEL M hie 1 HORIZONTAL CROSS SECTION 2 I.Sr — I 1 1.21-1- h r-- vs —1 35.75' MAX. h p . E:lrDOORiftI ^ PANEL WIDiN WR)1H LATCH lkolor C G OLE u s TLff- Wde IS ROTIOM lb p fiRf REINFORCEMENT CelAm PVC DO / NE 31 its 49 f. p R h dmc uu` C INTERIOR EXTERIOR sure 02116 WALL NJ ono. or. eVERTICAL CROSS SECTION 7ft-152" 0' 2 tJ.27. 4 4 EMB. ITYP.I 4 • is o 21 20 C A 1; v,<_ 3 7 N C Y 16 INTERIOR 40 3 pT EXTERIOR 27 G z N E 3 HORIZONTAL CROSS SECTION 7 c3ShawnwllXsub -buck y 1.1/rMIN. - r—I wlrraw. Qklo o & al nEMB. IIYP.) I_— EMB. MW Ym y D C d Dqqo.lS DAr C'SWK v L ITYP.)) CSINK L ' yrC 21 20 r R 8 z 1 40 INTERIOR INTERIOR 7 p t a e x l n pp Z uz 10 L EXTERIOR I EXTERIOR hl n.lt 02/16/12 i wur. N.T.S. 4 40 27 C o.e or, A o nm. mr: LFS 3O1HORILOMALGROSSSECTION2HORIZONTALGROSSSECRON E nnuw no, ° uaBo CDDas ed - towing 3l • Hx\+61g ed FL- 15213.2 % c swn Xr O X sr t: e s86 i b a a EXTERIOR INTERIOR 1 VERTTCAL CROSS SECTION q %sue o - inswing EXTERIOR INTERIOR eVERTICAL CROSS SECTION Outswingcontiglaolion EXTERIOR INTERIOR eVERTICAL CROSS SECTION Shown WIIX kb -buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION v ks." conlomfi n A. ga o d 3u b Ny uZ WWY N Ym v I c P MASOI OPENI 2X DUCK ANCHORING HINGE JAMS CONCRETE ANCHOR NOTES 1. Concrete anchor bmlbm of the tamers troy De as>)Itlted to "Wintaln the mh edge distance to mortar)DIMS. 2 Comoro anchor bwfbm noted as 'MAX ON CENTER' mull be olquded to moRntobn the mh edge dotunc s to mortarJohtA additional connote anehots nnoy be taqueed to ensue 1h&'MAWL ON CENTER dbnenflon ow not eaeeeded. A Concrete anchor tobre: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR trvv • 1! r 1•lµ' r r TAPCON ELCO • 1/ 1' 1.1/1' 1' r ULTRACON WULW N..Xtrr IWIALIAIVN IVIJtp: I. Maintain o Mninum 5/S edge distance. 1' end distance. 6 I' o c. LpockV of wood Ictews to prevent the spitting of wood. MASONRY OPENING FRAL 2X BUC FRAME ANCHORING Mos M 21I buck Construction o HINGE DETAIL S1111( E JAMB 27 LATCH A DEADDOLT DETAIL C. Dr. JK it. or: US am w: FL- 15213.27 m or 7 1 a IYP. HEAD ! N41 UN 1 5011 MASONRY J JAMBS pOPENING 2 p e n to 1' 1• maim a HINGE DETAIL o O u FRAME N C G wiIXDUCK a I a F G 1 IYP. ® SILL 5 LATCH A DEADROLf DETAIL wLn O 0 HINGE JAM! FRAME ANCHORING STRIKE JAM! O CONC ftE ANGroR Notes Moso" IX buck cortiDuelion a1. CW MI& L-wi-o bcoibm of She CWW$ moY Do o*sIOO ro maInfoln mD min, od6 o dihn to mover joke. 2 Concrete IMP kxolCnn Mteem AMIE ON CENlkrRX loe Cooloe to nl0 cww the n*k OOQe ae ams ID m am*ft OOAf wo COnmio a chm to am UAE. ON CENIER-Oblwdon wo not ee eeoeo. ComoroenChW fmy bererlukoO &-a" roWo 4-W MIN. CLEARANCE MW. CIEARANCI u ANCHOR alc 02116112 = SWL• N.TS. o TWOIIeG. eY: JK o' CNN. BY. LFS i oeA= Na: li WOODwOOD SCREW 1AUAIlON NOIESNOIES: Fl-1521.3.27 1. MONMin O nlllrym.LO'Nyo okronce. 1'ertd dNmr10. A I'O.C. /poCklQ Of wwo screwt to povent OwmWilkp of wood. smi _L or L O ANCHOR ANCHOR MIN. SIZE EMREDMENJ 10 MASONEY IO ADIACENt TYPE EDGE Ilw 1A CON 1!r Ia/r r r 1/r 11/r 1' rultucow IT* u1r 1.1lr r 1.1/r IAKOM BILL OF MATERIALS REM DESCRIPTION MATERIAL A IX BLOCK SG >= 0.55 WOOD B 2X BUCK SG — OM WOOD C 1 /4" MAX. SHIM SPACE D 1 /4- X 2.3/4- PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4' X 2.3/4- PFH ITW CONCRETE SCREW STEEL G 3/16' X 3.1 /4" PFH OW CONCRETE SCREW STEEL H 1/4'K3.14"PFHITW CONCRETE SCREW STEEL 1 1 /4" X 2.1 /4' PFH ITW CONCRETE SCREW STEEL J 1 /4' X 3-3/4' PFH RW CONCRETE SCREW STEEL L AIOX2.1/2'PFHWOOD SCREW STEEL M N9 X 2.1 4" PFH WOOD SCREW STEEL 7 FORCE 5 WEAK IER STRIPPING BY ENDURA FOAM B COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 N9 X 1" PFH WOOD SCREW STEEL I 09 X 3/4' PFH WOOD SCREW STEEL 17 KWIKSEI KEYED ENTRY - SIGNATURE SERIES STEEL 48 KWIKSETDEADBOLT- SIGNATURE SERIES 1780) STEEL 20 FINGER JOINTED PINE FRAME. HEAD a HINGE JAMBS WOOD 21 POLYITBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUISWING 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 UP ALUM. WOOD 3B GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN IMIN. 0.08E THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCII d HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 4B REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND SILICONE JO NEAD a SIDE Act 5.6T I ADJUSTAeIE INSYVING TNRESN0ID 436' -j o 21 NEAD I a SIDE PM' 4. W I 1 S elE it RES 1D 4.6B• SI OUTSWINOR UMP iNRESNOLD 4=3 n 00 JII 4 N u w+) cg 9 AL N.I. S. a or. JK a n: LFS wmo to, FL— 15213.27 cn 7 or L 2/15M17 Florida Building Code Online Business • Professional Regulation 1 aCIS Home log In User Registration Hot Tops Submit Surcharge Shots 8 Facts Publications FK Staff SCIS Site nap Units Search db of x'e Product ApprovalIUSER: Public User YJlJwlrilrr , Pmdue% Aporwal Menu a P:o(nJr, or dppli:atian S±arcn i Apoli "71-on 1.151 > Application Detail FL # F1.15332-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors i Subcategory Sliding 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 Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FLIS332 R3 COI FLCOI.odf t Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2006 I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hltpsJ/www.i7oridalxrilding.orglprlpr app dll.aspx?param=wGEVXQwIDq[H8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrIRxMw%3d%3d 1r3 r WISM17 Florida Building Cade Online Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products FL 0 Model, Number or Name Description 15332.1 ; SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW i REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00500D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE S10807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes i 15332.2 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW ; REINFORCED ' i Limits of Use Installation Instructions I Approved for use in HVHZ: No FL15332 R3 II 08-00498D.Odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I PRESSURE RATINGS FL15332 R3 AE 510805C.odf I Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD I SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-022488.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512968B.Ddf i PRESSURE RATINGS Created by Independent Third Party: Yes I 15332.4 i SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 196"x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-02249B.Ddf Approved for use outside HVHZ: Yes I Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Odf PRESSURE RATINGS f Created by Independent Third Party: Yes r 15332.S SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No I FL15332 R3 11 08-02250B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 ; Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F115332 R3 AE 512970B.Ddf ; PRESSURE RATINGS j Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM! SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX SGD j 96"x96- 1 Limits of Use j Installation Instructions i j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS332 R3 11 08-00499D.Odf Verified By: Luis Roberto Lomas 62514 j Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ! j Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.7 'SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OXO 146-x96" SGD i Limits of Use Installation Instructions Approved for use in HVHZ: No i FL15332 R3 II 08-00501D.Odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 ht :IANww.RoridaWiding.orgfprlpr app dtl.aspx?param=wGEVXOwtDgtH8572gvdWldku3BmvbCOTJFh%2faE!tmE4iGZJPrlRxMw%3d%3d ZQ 2/1512017 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 i Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A , Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Odf PRESSURE RATINGS I Created by Independent Third Party: Yes 115332.9 ! SERIES 430/440 REINFORCED ; SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00503D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.Ddf I PRESSURE RATINGS Created by independent Third Party: Yes I 0ac< Nn•.xt Contact Us :: ZGOl Blair Stone Road. Tallahassee Fl. 3Z399 Phone: 850,487.1824 The State of Florida is an AA/EEO employer. Copyright 20D7.2013 State of Florida.:. Privacy Statement :: accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rot want your a -mall address released in response to a public -records request, do not send electronic mad to this entity. Instead contact the office by phone or by traditional mail. U you have any questions, pease contact 1150.a87.1395. "Pursuant to Section 4SS.275(1). Florida Statutes, effective October 1. 2012, licensees licensed under Chapter e55, F.S. must provlde the Deparonent with an email address of they have aa. The emarls 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 on email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please pick hg. Product Approval Accepts: 1 Credit Card Safe https:1A ww.11oridabtilding.or90 pr app o.aspx?param=wGEVXQwlDgIH8572gvdWldku3BmvbCOTJFh%ZaEitmE4iG2JPrlRxMw%3d%3d 313 NOT ES: 1. THE PRODUCT SHOWN IIERCIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMEN7S OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS N07 USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER AS7M E130D-04 W17H SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER IHAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT IN70 SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS 10 BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1BGA. 33KSI OR ALUMINUM 6063-75 1/8' THICK MINIMUM TABLE OF CONTENTS IEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS AEVISDM! OESCRP110M GTE APPAWEC ADDED CHA9115 03/06/12 R.L. REVISED PER NEW TESTw0 10/15/13 R.L. ADDED FLANGE INSTALLA110NS 12/06/13 R.L. SIGNED: 1210612013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD 0%111111 1j/zTL. Lp''i 9d+ CARROLLTON, TX 75006 GEN,g' SERIES 430/440 XIX SGD 1a3' M 96' REINFORCEDoNOTES MATe DOF 4t•:' IOR10T;• 07 11RArN: 6MG Mo. AEv r. A. OB-U0 0*503 C 4i S8 D A j1 lLG Grz MAUNTS02/23/09 1 OF 9 6' MAX 5' MAX t 96' MAX FRAME HEIGHT 6' MAX 143" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED - - 6' MAX 2) ANCHORS PER LOCATION SEE CHART K5 FOR NUMBER OF LOCATIONS REQUIRED 1 X X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING I IMPACT RATING i40.OPSF NONE +2S.01-28.8PSF NONE WITH 2102' SILL WITH 1 112' SILL SEE CHARTS g 1 AND 02 FOR OTHER UNITS RATINGS SEE CHARTS 03 AND w FOR OTHER UNITS RA TINGS 6 15/I6' 2 1/32' I 2 1/32' SILL ALUMINUM6063-T5.055 THICK REVISIONS DIV DESCR1 I*m Galt 4rrROKD A ADDED CHARIS 03/08/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C AODED FLANGE INSTALIAIIDNS 12/06/13 R.L. CI MRT Il WITH 2 1132• SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SCE NOTE 9 SI IEET I Design plesaure char (pa0 Amore Shgb Panel ow Tad Fens MRh e) H;ya Sao GOOD Sa 0 101.00 42.0 2a.00 47,7 q.00 Poa Np Poo Np POP Np Pot Nag 140 40.0 too 40.0 Sr.9 a0D 2.0 400 Aso OLD 400 w0 400 6 400 499 400 as* OLD 40.0 9.6 40.0 1.7 40.0 4e 06.0 40.0 66 400 40.0 40.0 ua 40.0 00 CIIART O3 WITH 11.?SILL WHERE WA TER INFILTRATION RESISTANCE IS REOUIRED SCE NOTE 9 SKEET I Dasign prsasurs char (pa* Rom Su111.P.ncloA Wdr,-.VAah(n) liov" 30.0 29.0 ILO 47.7 00 9000 Poo N.g 101.00 Poo Np 920.00 Poo Nag 4J.00 Pea Not 640 2S0 47e 2S.D 61.7 250 374 2S.D l4,S ILO i .D 4 .2 D 9.1 2 .0 25.1) 2.4 PLO 2 0 42.9 0 2 7 .0 2 0 MO IN 4U. 2 ,0 15.1 25.0 31.4 25.5 20.0 CHART 02 CHART N WITH21132'SILL WITH I Irr SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO WHERE WATER INFILTRATO N RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I SEE NOTE 9 SHEET I Design roars chart me R011n Solt Wine mal T,/N F1anu W)Ob(o.) I<Wq Soo SILO 42.0 1 41.7 144 00.00 a Nso Do Pe. Np 120.00 Poo Nog 1.0 Pu Has 64.0 60.0 00.0 5 , 9Mi; 0 0 40.0 40.0 N.0 e 49.9 41,992.0 Soo WA M 4e1 4001.0 S00 SOD 49. a . 41. 40,0 a00 6 15/16' 2' 1 1/2' SILL ALUMINUM 6063•T5.05S THICK Oasign Pressure Chan Ra1m ongb Fond and Total Ft OW M(n) NOnto400 In) 0 J6.0 4l.0 a .6 00.00 Pa Np 101.00 Poe I Nag 2aA0 Poo Np IU.00 Pas Nag a 17.6 17.0 41.7 1. 4 A H. N.0 4. a 2 4 02.0 12.9 42.9 7 2 17.i 2 2 10.5 w.! 06.0 40. 4 . 2 . A 11,4 1,4 2 CHART 05 Number of anchor oval on6Gs9u G Rana 641I0a Rani OM Told Franc MOh (b) Io) 20.0 l0.0 211.0 0a.0 410 1200 1 47.7 1 1430 a! Ame NIS ms Has I Joao I Nag I Jamb 14,0 0 0 7 e 9 a 9 e 11.0 e 7 e 9 6 9 e r2.o 7 9 o ODA e e 7 0 6 0 1 9 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SOD 143" R 96" REINFORCED ELEVATIONS F.A. 08-00503 SC41E NTS Da1E 02/23/09 s"EE12 1 9 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW ID WOOD SCREW 41 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. I EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 1 3/8- MIN. EMBEDMENT 1_ 1/2' MIN. EDGE DISTANCE INTERIOR 010 WOOD SCREW kA TO BE SET IN ED OF VULKEM 116 STRUCTION ADHESIVE EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTIIERS 3/8' MIN. BEDMENT VERTICAL CROSS SECTION WOOD FROWNS OR 2X BUCK INSTALLA TOM NOTES, I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYO HERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 NEW ocul no,. o"ta .rnllaco A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. 1/4- MAX. I SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OH 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' K 96' REINFORCED FRAME INSTALLATION DETAILS DRAW' InIF. - F.A. 08-00503 ud NTS °"1L 02 23 09 1 -113 OF 9 j TR! IL 0 r1". G E N`1'' 9'P D 6 ••* TATE OF ;,` iORM?• METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNCD IN ACCORDANCE WITH ASTAT E2112 1/4- MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 7/8* MIN. EDGE DISTANCE i ID SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1/4- MAX. SHIM SPACE CA I CKILJIY xlvlsws Kv Kscxmxw Ira A POMD A ADDED CHARTS 03/D6/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE WSTAI IATILW MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS GRIM DrC NO. F.A. 08-00503 i6"E NTS 0.1E 02/23/09 5 c" 4 OF 9 It L IVs,' 4, i t• 0„8126 ••*: p ; STATT OF 1-I O'e`S :cLORlO* Gt: ONA 11`` CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK 10 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. I EDGE DISTANCE I 1 1 /4' MIN. EMBEDMENT 1 1/4' MIN. EMBEDMENT T - 2 1/2 EDGE DISTANCE 1/4' MAX. SHIM SPACE 3/16' TAPCON J 3/16' TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS 1 1/4MIN. EMBEDMENT VERTICAL CROSS SECTION _ CONCRETE/ MASONRVlNSTALLATKTN 2 1/2 MIN. EDGE DISTANCE ItrAsl N5 KV omarmm art I •lPQMD A ADDED CIMIS 03/06/12 R.L. 0 REIASED PER NEW TEST" 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/DS/13 R.L. 1/ 4• MAX. I I SHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&M4SONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES.- 1. INTERIOR AND EXTERIOR FINISHES. BY OI HENS. NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. IX 75006 SERIES 430/440 XIX SGD 143" a 96" REINFORCED FRAME INSTALLATION DETAILS OPIUM Dwc NO. F. A. I OB-00503 T NTS D"E 02/23/09 Mf'S OF 9 1R I IL/0 /,,, i p . STTATTrrE OF i0. . Q•C 0R10* 14A j'01111111a`` rD FRAMING OR 2X BUCK BY OTHERS 110 WOOD - I SCREW EXTERIOR 110 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. I EDGE DISTANCE MIN. EMBEQMENT 1/4- MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT T— 1/2' MIN. EDGE DISTANCE INTERIOR 110 WOOD SCREW SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMWG OR 2X BUCK INSTALLATION NOTES' 1. WTCRIOR AND EXTERIOR FINISHES, BY OTP IERS. NO F SHOWN FOR CLARITY. 2. PERIME I ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE. WITH ASTM E2112 1/4' MAX, I_ SHIM SPACE RLv I DESCRDIIDM DAIE AN40W D A ADDED CHARTS 03/D6/12 R.L. B REVISED PER NEW TEST" 1D/15/17 R.L C ADDED FLANGE INSTALLATIONS 1 12/06/13 1 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SOD 143' It 96' REINFORCED FLANGE INSTALLATION DETAILS DRANK' Dwc MD. F.A. 1 08-00503 W-&' NTS -' 02/23/09 —C 6 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS exrERrvR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' INTERIOR AND EXTERIOR FINISHES. BY OTHERS. INTERIOR SHOWN FOR CLARITY. P. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIONCO IN ACCORDANCE WITH ASTIN E2112 1/4' MAX. SHIM SPACE I OR 7/8' MINLUNG EDGE DISTANCE 110 sws OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS 1. 1/4' MAX. SHIM SPACE F.A. DESCAFWN DATE OPPROKO ADDED CHARTS 03/06/12 R.L REVISED PER NEW TEST" 10/15/13 R.L ADDED FLANGE INSTALIATONS IZ/06/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DNc w. 08-00503 141E 02/23/09 1 pen 7 OF 9 1R r tO'/,,i GEN'4•9'P 0 5 •• Rs p , TATE OF ;Q R 'c OR10P • ``. Z/7NA110 G` CONCRETE/ 2 1/2' MIN. MASONRY r EDGE DISTANCE BY OTHERS 1 e 1 1/4' MIN. n ' EMBEDMENT 1 1/4' MIN. EMBEDMENT OPTIONAL 2 1/2' MIN. • eIXBUCKEDGEDISTANCE TO BE PROPERLY 1/4' SECURED E MAX, 9 SHIM SPACE SHEET I 3/16' 7APCON 3/16' TAPCON o • CONCRE7E/MASONRY EXTERIOR INTERIOR BY OTHERS lam 3/16 IAPCON o SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT VERTICAL CROSS SECTION 2 1/2' MIN. CONCRETEiMASOHRYINSTALLATION EDGE DISTANCE I _ 1/4' MAX. SHIM SPACE 1 INTERIOR PrAsi S REV I DESCRVmm OUT •.PR09D A ADDED CIMRIS 03/D6/12 R.L B REVISED PER NEW TEST" 10/15/13 R.L C ADDED FLANGE RISTALLATKb15 12/D6/13 R.L EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEiMASONRY INSTALLATION SECURED SEE N07E 3 SHEET 1 NOTES: 1. INTENIOR AND EXTERIOH FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED M ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" It 96" REINFORCED FLANGE INSTALLATION DETAILS DRAwN. DRG W. F.A. 08-00503 SCALE NTS I 061E 02/23/09 1 swo 8 OF 9 5 It ! I L D'1 i GEN9' F• pTTATT rE OF O. 11W`&V 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP -' 4• MIN. DMENT IX BUCK BY OTHERS. 1X BUCK TO BE 7+F]L3/ PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONHYICONCREIE INTERIOR TRIM ' 1 }/B• MIN. EMBEDMENT HOOK STRIP • D S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK/11OOD FRAMING REVISIONS acscRl RON D.IE APPOO" ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. METAL SjSTR1P-------— B HOO 110 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES., 1. INTERIOR AND EXTERIOR FINISI IES. BY OTHERS, NOT SMOWNFORCLARITY. 2. YERIMETEH AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC yllLllull,lz 1001 W. CROSBY RD CARROLLTON. TX 75006 J S!'.LO,yz GEN,gR 9U+ 0 6SERIES430/440 XIX SOD 1 OK 11 96' TAL REINFORCED HOOK INSTALLATION DETAILS 9 ETAT OFpO•• ` i't;"Omol' G07;S ONA; 1 D"wN. F.A. we NO. 08-0005 Rlv C W-ENTS all 02/23/09 9 OF 9 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF TILE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5 FRAME MATERLAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK 10 BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RAIID IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I I. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INIO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. 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 BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-D.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1BGA. 33KSI OR ALUMINUM 6063-75 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX. XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS R[NSDuS DESCIIViDN DAtE I OPMAD ADDED LANCE AND RN INSTALIAIIDN 12/10/13 1 R.L. SIGNED: 1211612013 MI WINDOWS AND DOORS LLC `0%I III11II z 1001 W. CROSBY RD R. L0 ("/ CARROLLTON. TX 75006 •CEA/,yF.9j+% SERIES 420 SGD REINFORCED WITHOUT ADAPTER _*• 0 6 += 96' r 96' - NOTES p A OF z V.L. I-- A 08-02249 I A I ijS' Sc-" NTS C`E 10/30/13 l11 OF 10 ///11NA 6' MAX 96' MAX FRAME WIDTH ANCHORS TO BE EOUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 15 FOR NUMBER OF LOCATIONS REOUIRED I- 6' MAX L6" LAX AME ICHT 6' MAX 6' MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA TWO IMPACT RATING 335.0PSF NONE WITH 2. U32• SILL SEE COURTS 01 AND 02 rOR OTHER UNITS RA TIA GS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH I-U2'SILL SEE CHARTS e3 AND Oro FOR OTHER UNITS RA 71NGS CHART at WITH 2- far SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ccc Nnrc O cuccr . DOslpn prenure chart (p Ruin a4N b Poiwl sitl ad Rsnu W.RA n1 11 14 100 Sao ILO1 0.0 dU J.- Pa I map 72.00 I Pao Not 94w Pea Not ORw Poo Naa oa,0 400 58.4 4" 0.9 40.0 45.7 400 42.0 Soo 400 55.2 1 400 4a.0 W.0 4L0 39.4 39.4 120 400 S2.4 4D0 45.4 40.0 40.6 37.1 7.I FOR 400 4Y.e 4D.0 43.1 W.. 1 354 33.0 0 CHARTP2 WITH 2- Far SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design penure than Rove Poin4 and TWO FIDmI Wkah I..) Po I 174 J0.0 a0.w 21.0 Moo Ir.O N.w 11.0 11.00 POa I map I lot Np Pas as Pox Now II.0 51.6 1 U.4 1 5 a's 50.1 45.7 457 42.0 42.0 Io.O 41.0 46.6 43.0 43.0 39.4 29.4 4 1 5Z.4 1 ... 1 40.8 40A 37.1-Sri- 0 4•.1 4•.1 a3.1 a).1 31.4 31.4 350 3.0 RFMSONS D2SL1011fOM O•IE AOOaOKD ADDED FLANGE AND FIN INSTALIAI1001 12/10/13 IR.L. CI MAT a3 WITH wIr SILL WHERE WATER INFILTRATION RESISTANCE LS REQUIRED. ccc u TC a cuccr . Design prenure chart (ps1) R.- S"oo Hn41bra TOW R010 YYmh (n) 114aie 20.0 Soso 4Lo 40.0 GO ww Poe Np 72.00 Pa Np N.w Np 000 2! 0 47.0 2S.0 4I.7 4 M.0 2S.D a .2 25.0 a.) 31 12.2 a2.0 25.0 42.• 25 0 72 0 3D. N.0 2.0 40 0 3.3 0 CHART 04 WITH 1• 112' SILL WHERE WATER INFILTRATION RESISTANCE is NOr REQUIRED SEE NOTE 9 SHEET I CHARr as Dad n cMn Flare jEmPenaro a Ono wuh n) nun 30.0 Sa.O A IYO Poo moo POa N NeuPatM w 47.1 41. al. A33.2 34A u.o 4. 1. 1L0 a2.) 2 2 D0.0 40.7 a0.7 35.3 33321.• Numbw of anchor locations ro0ulree Ram Sn0Y fond oro TOW FIan\ WW1(n) 70o Ja.O ILO 4.0 IN w.0 Ntt Am0 77.0 t J1ma a4.0 Mta l m0 too N/S limo Soo a e S a 6 NO 4 e S 0 6 e e 02.0 4 e S 1 a 1 a a N.0 a e 5 e a 6 a a MI WINDOWS AND DOORS LLC 10D) W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" Ic 96" ELEVATION Dam: owc MD. V.L. 08-02249 It" NTS I D`" 10/30/13 sNtt12 OF 10 c fr FR HE 96' MAX FRAME WIDTH ANCHORS TO BE EOUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 16 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX I 6 MAX 6' AX ME CHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING i35.OPSF NONE WITH A 132: SILL SEE CHARTS $I AND 92 SHEET 2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATNG IMPACT RATING 25.0%28.6PSF NONE WITH 1.lirSILL SEE CHARTS 03 AND • SHEET 2 FOR OTHER UNITS RATINGS 6' MAX REVISIONS OESCRIPION I MIE I APPROVED ADDED FLANGE AND FIN INSTAL(ATX1N 1 12/10/13 1 R.L. CHART •6 Number or anchor law' s fa•u/re0 SAmp Pend ard Teal LOW W00% (•) iyl• f0.0 0 LO 46.0 0) 00 7l.0 Ito 0 Nt! f m0 NtS J ma Mt! fsm0 Nl! Jeme 84.0 6 81.0 a 02.0 1 • I 0 1 • I 5 3/8' 5 3/8 2 1/32' 1 ti 2• 1 L—=:L—j --L 2 1/32' SILL 1 112, SILL ALUMINUM6063.15.055 THICK ALUMINLNN6063-TS.055 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD 0%J1111111,1, 5 R L0 9CARROLLTON, TX 75006 t •% GENS'..LP o 5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER FIN ELEVATION D • TAT OF W S : f OR1D Gl': DRAWN: D•0 ND. RN V. L. 08—•0022249 A ji S ONA110&.." arcNTS 10 30/13 3 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS N10 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2- MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4 MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISIIES. BY OTHERS. NOT SHOIYN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. IENT 1 3/8- MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS ALNSOMS o[TLNPPDM I aR I &PPMAD ADDED FIANCE AND FIN INSTALLATION I 12/10/13 IR.L. 1/4* MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING ON 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC TXB75 ny11111IIIIn, vJ`S GEIV,qCARROLLTON. 06 tt•QATOOFSERIES420SODREINFORCEDWITHOUTADAPTER 96" Ic TIO^;FRAME INSTALLATION DETAILS p S:c(OR10; DRAWN: awc V.L. 08--02249 A s pNA 1?` LL o nNTS 10/30/13 4 OF 10 METAL STRUCTURE BY 01HERS EXTERIOR U1/ 4' MAX. SHIM SPACE pto SMS OR SELF DRILLING SCREW INTERIOR 1 /4" MAX. SHIM SPACE 7/8- MIN. EDGE DISTANCE I AEA asnsroN CAM I uwaro ADDED FIANCE AND hN IwSTALIATiON 12/10/13 IR.L. SILL TO BE SET IN -` I"J A BED OF VULKEM 116 110 SMS OR CONSTRUCTION ADHESNE SELF DRILLING OR EQUAL SCREWS p10 SMS OR SELF DRILLING METAL SCREW SEE SHEET 3 STRUCTURE EXTERIOR METAL FOR SILL OPTIONS BY OTHERS STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NO SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 111 IIIIIr/,, 5 R' LO4t'i GENq'.-f i t• 0 5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" a< TIO EFRAMEINSTALLATIONDETAILSD tzTATOFy, PF•:°lpRlO• c: I114MN: DrC •D. Atv 08 ? S9OF A SrONA111%NG` VALE arzNTS 10/30/13 10 2 1/ MIN. EDGE DISTANCE 1 1/4" MIN. n• EMBEDMENT CONCRETE/ ° _1MASONRY 1/4- MAX. BY OTHERS SHIM SPACE OPTIONAL J IX DUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR UA L1__U INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL 3/16- TAPCON SEE SHEET 3 MASONRY/ • FOR SILL OPTIONS CONCRETE BY OTHERS I 1 1/4- MIN. a• EMBEDMENT a • ° • 1 2 1/2- MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION Kra cEsemonam a1c ,ovllaro ADDED FLANCE AND FIN IMSTALIATKIN 12/ID/13 IR.L. 1 1/4- MIN. EMBEDMENT 1/4" MAX. I21/2• ° ' SHIM SPACE MIN. I INTERIOR EDGE DISTANCE I it 3/16" 7APCON . CONCRETE/MASONRY ° BY OTHERS D o c EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL 70 BE PROPERLY CONCRETEiMASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: I INI ERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD 111111111r/,, g R. Lp i, CARROLLTON. TX 75006 GENs',1+ 0 5 SERIES420SGDREINFORCEDWITHOUTADAPTER96' : 9IO FRAMEINSTALLATIONDETAILS TAT OF tN` ADO,• i S;'10R10Y; G•` D"wN. DwC No. It f 08-- 02249 A OVAL sue•,. G.1C NTS1O 30/13 6 OF 10 WOOD FRAMING OR 2x BUCK BY OTHERS 1/ EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. j SHIM SPACE p1D WOOD SCREWS EXTERIOR LB ILU INTERIOR 0 BE SET IN I OF WLKEM 116 RUCTION ADHESIVE UAL 110 WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTIIERS MIN. AENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. P. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7- 1 3/8' MIN. EDGE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS r 1/4' MAX. SHIM SPACE RMlORS ocuarna, Dim I APPRO" ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. INrCOIno JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC x0t1111TTIl"Z RD CARROL TON. TXB75006 GEN,q'41FUii f• 0 6 1 + SERIES 42D SGD REINFORCED WITHOUT ADAPTER 9R 96' LANCE INSTALLATION DETAILS q p , TAT OF • ORIO: C+` DRAWDRGw. Kv OB A P NAilli%`` wucDA'L s"EP790F NTS1030/t3 10 METAL STRUCTURE BY OTHERS po SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE ID SMS OR SELF DRILLING SCREW INTERIOR SET IN VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE I"ni ASTM E2112 T- 7/8' MII EDGE DISTF L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS IA- 1- REIAS06 DESCRSTUR I art I MpRww ADDED FLUKE AND FIN INSTALLATION 1 12/10/13 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBT RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FLANGE INSTALLATION DETAILS DRAWN: DRC RO. R V.L. 08-02249 WAU NTS DA1L 10/30/13 lwfla OF f0 2 1/2 MIN. _ EDGE DISTANCE 1 1/4• MIN. e• EMBEDMENT CONCRETE/ e MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL J 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR U-jJ WJ INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/16• TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION RLVsoo N[r orsco I am It AMADY[D A ADDED FIANCE AND FIN tNSIALLAIKIN 1 12/10/13 1 R.L 1 1/4" MIN. EMBEDMENT I _ 1/4' MAX. SHIM SPACE MIN. EDGE DISTANCE 3/16- TAPCON . CONCRE7E/MASONRY BY OTHERS o ' INTERIOR II W EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIM4SONRYWSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESXLNED 1N ACCORDANCE WITH AS FM E2112 MI WINDOWS AND DOORS LLC ullu/III,, 1001 W. CROSBY RD g it - COM CARROLLTON. TX 75006 GENS'.9,I; v F' oSFLANGE SERIES 420 SGD REINFORCED WITHOUT ADAPTER INSTALLATION DETAILS p OiF• [ORIOP • `` Diw w: Drc xD. ALY VL. OB 1;(t G` arz - 02219 NTS1030139OF 10 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT 1/4' MAX SHIM SPACE IS WOOD _ ISCREW 7/16' MIN Ll EDGE DISTANCE JB WOOD SCREW JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS TALLA I ION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 7/ 16' MIN T EDGE DISTANCE 1 II INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAL LATLON FOR SILL INSTALLATION SEE SHEETS 4•9. INTERIOR HOOK STRIP nLVlsoNs ocwlo+wN w,c •rolK>rco ADDED FIANCE AND FIN INSTALLATION 12/10/13 $4 1 5/0' MIN. EDGE DIST. 1 e TRIM A 1 1/4' MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED D 3/16 TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION AMSONRViCONCRETF. METAL STRUCTURE BY OTHERS TRIM 1 3/8' MIN. EMBEDMENT INTERIOR HOOK STRIP 010 WOOD g IO SELF DRILLING SCREW 1 SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKAVOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC a+1111/I,, RD CARROL TON. TXB75 06 NOTES., SERIES 42D SGD REINFORCED WITHOUT ADAPTER ? *Al 5 t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96' a 96' = NOT SHOWN FOR CLARITY. NAILFIN k HOOK INSTALLATION DETAILS D,AT OF ,:ty DESIGNED 2. IER AND JOINT SEALANT'SY NIN ACCORDANCE WITH ASTM E2OTHERS TO BE [011A— oAc wo L„ i cnca, c OBQ2n49 A i7s/O11 TS10/30/13 10 OF 10AqL T 2/15/2017 Florida Building Code Online 6AN - CA Business .Professional'- t 1 T•iL'*.'C7' SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 5 Facts Publications FBC Staff Bels Site Map Links Search Vr h Product Approval USER: Public User Pi Progun. Approval Menu a PnC r nr namration Srarrrw > 1,0-31nn List > Application Detail FL # FL5302-117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-004SS79 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5302 R7 COI Statement of Independence 2015.odf Standard Year ASTM E 330 2002 DASMA 108 2005 Sections from the Code MtpsJAvww.Boridabuilding.orgfpr/pr_app dtl.aspx?param=wGEVXCtwtDgwt7seVZMFLLeOOysN2RYes%2bbXzb2L0lg%3d 115 2/152017 Florida Building Cade Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2015 11/09/2015 11/09/2015 LZ/ 15/2015 FL iY Model, Number or Name t Description 5302.1 Amarr Stratford 1000, 2000 (M600); i Dwg. IRC-6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use ! Installation Instructions Approved for use In HVHZ: No FL5302 R7 II IRC-6016-140-24 Drawing 7.10 FL.pdf Approved for use outside HVHZ: Yes i Verified By: TOM SHELMERDINE 0048579 iImpactResistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/-33.8 Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. FL5302 R7 AE IRC-6016-140-24 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a j replacement door. f 15302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) ! Limits of use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC-6016-145-24 drawing 7-10 sealed.ndf Approved for use outside HVHZ: Yes : Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: +31.9/-37.2 I Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. FI5302 R7 AE IRC-6016-145-24 report 7-10 sealed.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 ireplacementdoor. a 15302.3 I+ Stratford (M600); Heritage (M950); I Dwg. IRC-6018-110-15, 162 thru IS' wide. I Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 U IRC-6018-110-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Design Pressure: +18.2/-20.6 Created by Independent Third Party: Yes i Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R7 AE IRC-6018-110-15 Report 7-10 FL.Ddf ! 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. 15302.4 ( Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 162 thru 18' wide i j Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6018-IZO-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 I Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC-6018-120-15 Report 7-10 FL,Ddf 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. 5302.5 Stratford (M600); Heritage (M950); , Dwg. IRC-6009- 110- 1 1,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 II IRC-6009-110-11 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. i FL5302 R7 AE IRC-6009-1 10- 11 Report 7-10 FL.odf 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. , htipsJ/www.8oridabuilding.orgfprlpr_app g.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOkj%3d 25 205/2017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-I1, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 H IRC-6009-100-11 drawing 7.10 sealed.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. FL5302 R7 AE IRC-6009.100-11 report 7-10 sealed.odf 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. I i 5302.7 I Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, 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 FL5302 R7 11 IRC-6009-120-15 Drawing 7-10 FL.odf j Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports I FL5302 R7 AE IRC-6009-120-15 Report 7.10 FL.Ddf Created by Independent Third Party: Yes 5302.8 Stratford (M600); Heritage (M950); I Dwg. IRC-6009-130-15, Thru 9' wide. ' Oak Summit (M650) - I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.7/-31.6 Other: Design Pressure +26.7/-31.6, 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 FL5302 R7 II IRC-6009-130-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-130-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 15302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. ' j Oak Summit (M650) I I Limits of use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC-6009-140-15 Drawing 7-t0 FL.odf ; Approved for use outside HVHZ: Yes ` Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No , Created by Independent Third Party: Yes I Design Pressure: +31.0/-35.1 ( Evaluation Reports i Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC-6009-140-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: YesunlessstructureisdesignedaspartiallyenclosedordoorIsa i replacement door. 5302.10 j Stratford (M600); Heritage (M950); Dwg. IRC-6009.150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.6/-42.1 Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. I 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 FL5302 R7 11 IRC-6009-150-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 i Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-150-15 Report 7-10 FL.odf Created by independent Third Party: Yes 5302.11 ! Stratford (M600); Heritage (M950); i Dwg. IRC-6009.169-15,Thru 9' wide. Oak Summit (M650) Limits of Use I Installation Instructions Approved for use In HVHZ: No I FL5302 R7 It IRC-6009-169-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: +45.3/-S1.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC-6009-169-15 Report 7-10 FL.Dof 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. 15302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Installation Instructions FL5302 R7 H IRC-6016-100-15 Drawina 7-10 FL.Ddf https:lMww.noridabuildirg.orgtprlpr app dll.aspx?param=wGEVXQwtDqunL7seVZMFLLeDOysN2RYes%2bbXzb2L01g%3d 315 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17,2, Not for use in HVHZ. FL5302 R7 AE IRC-6016-L00-15 Report 7.10 FL.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. 5302.13 I 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 FL5302 R7 II IRC-6016-110-15 Drawing 7.10 FLodf 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 I Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. I FL5302 R7 AE IRC-6016-110-IS Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. i 5302.14 Stratford (M600); Heritage (M950); Dwg, IRC-6016.120-15, 10' Thru 16' wide. l Oak Summit (M650) I Limits of Use Installation Instructions Approved for use In HVHZ: No ! FL5302 R7 II IRC-6016-120-IS Drawing 7.10 FL.Ddf iJApprovedforuseoutsideHVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: +21.8/-24.8 Evaluation Reports I Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. ( FL5302 R7 AE IRC-6016-120-15 Region 7-10 FLodf I Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a Ireplacementdoor. 5302.15 Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. j Oak Summit (M650) Limits of Use Installation Instructions itApprovedforuseinHVHZ: No , FL5302 R7 11 IRC-6016-130-15 Drawina 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. I FL5302 R7 AE IRC-6016-130-15 Report 7-10 FLodf Glazing option shall not be used in wind-borne debris region Created by Independent Third Parry: Yes I unless structure is designed as partially enclosed or door Is a i ! j replacement door. l 15302.16 l Stratford (M600); Heritage (M950); 'Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) i Limits of Use Installation Instructions i Approved for use in HVHZ: No F15302 R7 [I IRC-6016-140-17 Drawing 7-10 FLodf j Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 ' Evaluation Reports 1 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. I FL5302 R7 AE IRC-6016-140.17 report 7-10 sealed.Ddf 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. j 7.rcr ^f D Contact Us :: 2601 Blair Stone Road, Tallaha4ceo FL 32399 Phone: 950.487-LB24 The State of Florida is an AA/EEO employer. Coovrioht 2007.201) Slate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida late, 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), Florio* Statutes, effective October 1, 2012, licensees licensed under Chapter •155, F.S. must provide the Department with an email address If they have one. The email$ 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 Deportment with an email address which can be made available to the public. To dotam+ino if you are a licensee under Chapter 45S, F.S., please click fttrL, Product Approval Accepts: OMNI comic E Credit Card Safe httpsJ/www.iloridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwIDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L019%3d 4/5 2/1512017 Florida Building Code Online htlps'1/www.11oridabuilding.orglprlpr app o.aspx?param=wGEVXDwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 55 AAarAKE IS=* f+Ie11ER 111 0KD VJ TV 1J.• . 1/r • OLT L wUt ICE Ywtat7 N GA GKV. EESIKNIIK to E LLEE RAW, 3-![fiyI to Vi . 31.- laws VNrD V.' NO WAD SERM ATL.• K. 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EWWYrWW 25 t? 3B W 61? @ W W t? mYl 81111180 BSW r W 1@ W 1Qi Yl t@ trI NW121 12J W t?1$VP 127 t? fA w 1 15+ Yf DOOR HEIGNT TRACK ATTACHMENT SPLICE A B C D E F O H S s a• o• 2+• aB• Sr m 7 P 2t' 90• SB' 76• T tQ te• S.' n or tr 1P 21• 9? 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Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com on Berrian Jonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 hops://www.floridabuilding.org/pr/pr app dtl.aspx?Wam=wGEVXQwtDgtvA%2bxmzklhGuBV5nRNMfoPly6gPoEN%2beBTXyGDYCiAw%3d%3d Year 2011 2008 112 W150117 Date Revised Florida Building Code Online 02/14/2017 Summary of Products FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A 1 Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and Installation requirements. I I Description Extruded Vinyl Single Hung Window Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO 11 SWD002 SS 2016-06-22.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971.5 RO AE PER3947 SS 2016-02-12.Ddf Created by Independent Third Party: Yes 3.rtr Tt4[t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487.1824 The State of Florida is an AA/EEO employer. Cooynaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not wart 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 dick here , Product Approval Accepts: Credit Card Safe httpsJ/www.BoridabLAIding.org(pr/Pr_appdU.aspx?param=wGEVXQwIDgtvA%2bxmzklhGuBV5nRNMroPly6gPoEN%2be gTXyGDYCjAwa/o3d%3d 212 INSTALLATION NOTES: A. ONE I IF INSTALLATION ANCHOR IS REQUIRED AT EACII ANCHOR IOCATION SHOWN. 2. 1HE NUMBIR O INSIAI1.4,110M ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS I OBE USED FOR PRODUCT INSTALLATION OF I HE MAXIMUM SIZE LIST ED. 3 INSIALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1112 INCH IMF DEPICI ED LOCATION B SPACING IN IHE ANCHOR LAYOUT DLIAILS 11 L. WII40UIT CONSIDERAI ONO; IOLERANCESI. IOLERANCES ARE NO) CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSIALLAI ION ANCHOR WITII LOAD BEARING SAIMIS). MAXIMUM ALLOWABLE SHIM STACK 10 BE US INCH SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SIHMISI SMALL BE CONSTRUCTED OF HIGH/ DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE OR WOOD SCREWS OR I I GAUGE ROOFING NAZIS OR lUd COMMON MAIIS OF 1C1 NT LENGTITOACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTOWOOD SUBSTRATE INSIALLAIJONSHALIMAINFAINMIN 3/8' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL SIDE) USERS SEIF•IAPWNG SCREWS. OF SUFFICIENT LENGIN TO ACHIEVE A MINIMUM OF NR LN I N SEYOND ME IAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/8' EDGE DISTANCE. I. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RID WOOD SCREWS OF SUFFICIENT LENGTH IO ACHIM 1.112INDO MINIMUM MITONNITRUT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCR[TE/MASONRY, USE 3 161NCH DIAMETER IIW IAPCONS OF SUFFICIENT LENGTH 10 ACHIEVE 1.1/4 INCH MINI.NUM EMBEDMENT. INS7A LAYTON SITAR MAINTAIN MIN. 1 3/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO META STUD USE R10 SELF -TAPPING SCREWS Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM THREADSOFIIONBEYONDMEIALWALL 10 MINIMVM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIT FINISHES, INCLUDING Sul NOT LIMITED 10 STUCCO. FOAM, BRICK VLNEER, AND SIDING, 11. INSTALLATION ANCIIORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR FOLLOW BLOCK AND GROUT FILLED STOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORI All JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SNAIL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFAC IUR1R'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NO BE USED IN SUBSIRAFLS WITH SIRENGTIIS LESS 7MAN THE MINIMUM SIRENGI II SPECIFIED BY IHE ANCHOR MANUFACI URI R. 14, INSIALLAI ION ANCHOR CAPACI I IES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MA I TRIALS WITH IMF FOLLOWING PROPERTIES: A WOOD - MINIMUMS ECII IC GRAVII V Of 0 SS B. CONCRETE-MINIMUMMCUMPRESSIVE Si RENGTIOF3000 SI. C. GROUT•FILLED CMU• UNIT SIRENGTII CONFORMS IO ASIM C•90 W IH MINIMUM COMPRESSIVE STRENGTH OF N110D PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE SI REMIT OF 200D PSI. O. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C 90 MITI MINIMUM COMPRESSIVE STRENGTH OF 200D PSI. E. SI EEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WAIL THICXNESS O 47.8 MIT 10.0473' o, IB GAUGE). MIN. 1/2' EDGE DISTANCE. F AT UMINUM- MINIM UM MAIN MOM3•IS MINIMUM WAIL THICKNESS IMF 1/16' MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE STH EDITION 12014) FLORIDA BUILDING CODE (FBCL EXCLUDING FVHZ AND HAS BEEN EVALUATED ACCORDING 10 THE FOLLOWING. AAMA/SVDMA/CSA ID1/I.S.Z/M40 DWI 2. ADEQUACY OF IHE 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 IHE RESPONSIBIl11YOF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF Suck( INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY MOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SNAIL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH 1 HIS DOCUMENT IN NON-HVIIL AREAS. IN HVHZ AREAS. ONL TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI4)ADE REIN OR AN). S. APPROVED IMPACT PROTECTIVE SYSTEM IS RIOUIREDON AIRS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIN EDITION TBC, WOOD COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED OR SMALL BE OF A DURABLE SPECIESAS DEFINED IN CHAPIER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 13W GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SWEET REVISION SHEET DESCRIPTION 1 IPJSTAUAT70N A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL A HORIZONTAL SECTIONS (n*OL#0H FRAME) 6 HORIZONTAL SECTIONS. BUICK INSTALLATION. A GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36' 84' DIX 35 / -15 PSF NOW IMPACT 38' 66' O/X 501.50PSF NONtMPACT 6' 74' DIX 50 / -50 PSF NON IMPACT 3r 77' DIX 351.35 PSF NON IMPACT 44' 62' DIX SO / -50 PSF NON IMPACT 4r 72' DIX 35 / -35 PSF NON IMPACT 48' 84 DIX 20 / -20PSF NON IMPACT 52. 72- DIX 25 / -25 PSF NON IMPACT 36' B3.75' DIX (ORIEL) 35 / -35 PSF NON L44PACT 48' 96' 07X (ORIEL) 20 140 PSF NON IMPACT 72' 6r O/X-O/X 35 / -35 PSF NON IMPACT 72' 84' O/X•O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-0/X 50 / -50 PSF NON IMPACT 76' 72' O/X•O/X 50 / -50 PSF NON IMPACT 76' 77' O/X9/X 25 / -25 PSF NON IMPACT BO' 74' 0/X-0/X 35 / -35 PSF NON IMPACT w 74' O/X-0/X 301.30PSF NON IMPACT NOS' 62' O/X•O/XO/X 501.50 PSF NOW IMPACT For 72, O/X-0/XC/% 50/-50PSF NON IMPACT 10r 84' O/X-O/X-O/X 25 / -25 SF NON IMPACT Digitally signed by Hermes F Notero, P.E. Reason: I am approving this document Date: 2016.02.03 09AO:44.05'00' SilverUne IAAndersen Lse•e•eeeA4 DI.E S0.YF<UL M:Yf I41AIM tl W 3wlla.IL' OR W M pellale TWO 3 I•r 1 CON yjF z+ p N I%% Sw l=i LL t W W to J I•a mTam1..2 1 LIJO mC2 W N U, G I p p0 ,* ba.?V % r corms T yj uZAyV) bw6 a: SWD002 FL#: FL19715 SHEET: 1 OF 6 MAX. HEIE MAX. FRAM HEIGHT 9! MAX. FRAME I` WIDTH 48' I ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96' B E s 5 7 FRAME HT 70" X. -x. A D s ELEVATION TWIN SINGLE HUNG WINDOW ro v E I" QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 290149DI RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARC" TOP CONFIGURATIONS FOR ALL Z902490E RATINGS. TWIN UNIT CONFIGURATIONS MAX. FR. HEI6HT L MAX. AAN HEIGHT 9! MAX. FRAME I WIDTH 4B' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME I WIDTH LOB' I TRIPLE SINGLE HUNG WINDOW Silver Line InMTkYsen g7qj 16 ss"s.sssss DI.E S.%WMD* ON[ uosn. pwswlnc w os.or N. 11LI IA"DI A 3 zi z C O c W 2 j<+W W W m Z m i i W 5,02 y < W C x C H p H d u Lu W CL G It m N m J y u2 c n u of VG u: SWD002 IEET: 2 OF 6 r MAX 11- MAX. FROM I I O.C. CORNERS II-- L 11' MAX O.C. 2' MAX. FROM CORNERS L11 NOfE w.aT Wfa of ySD.aF shut Nf u oYo wa.• or t NE.D.JAW 4C SILL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX. FROM _ 4 1/21 MAX II^ I I^• CORNERS O.C. 4 1/2' 0.4 1 MxJ L Z- MAX. j I Imo_ 4 1/2• MAX. FROM O CCORNERS ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6• MAX FROM w MAX CORNERS O.C. 6' MAX. FROM CORNSCORNER I 20• MAX. OIC. L 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 b 12 3/4• MAX. O.C. E' MAX. LI 6' MAx. JFROM CORNERS 1' MAX. FROM I I I I 6• MAX. CORNERS O C 6' M, 01 MEN 1' MAX. —I I 6' MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6' MAX. 12• MAxFROM O OL CORNERS I 16 1/ ANCHOR STRAP FROM ANCHOR STRAPPMSHEET -2 CORNERS P/N 50-2995-2SEESHEET5FORDETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silverline Oi SR>fEMDL Oa1w NPIN F.IMSWIM NJ DI/W M IhJ1.H-Nw 3 M O 25 amide0 ZakSWN. A vlWZt m HZ: WJ N F W d t0 Tm it n > > N Z ZOpC _J y kiW DWG tt: SWD002 SHEET: 3 OF 6 CONCRETE/ MASONRY 1 MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS n , ' 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR 3/9' MIN. CONNECTION DETAILS EDGE DIST. I18 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS MAX. PERIMETER SHIMSHIM SPACE SEALANT BY OTHERS 1 UNIT HEIGHT EXTERIOR INTERIOR t SEE GLAZING DETAIL, St IEET 6 rB-I\ VERTICAL SECTION q HEAD • IX WOOD BUCK NAIL FIN SEE &LAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEI6HT PERIMETER 1SEALANT1 BY OTHERS 1/M MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS NB WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS a . _ . CAULK BETWEEN CONCRETE/MASONRY CONCRETE/ MASONRY 6 2X 1 MIN. BY OTHERS WOOD BUCK BY OTHERS EMBBEE DMENT VERTICAL SECTION q SILL • 2X WOOD BUCK NAIL FIN SilverUne INAIX4a ell g7,1 ac sa]Tnllt w]vF NO•M YWSNq, W pW1 1/4, MAX. MIN. 3/B' EDGE DISTANCE C v "` n SHIM SPACE I.10Z 1N¢ 9 Z p •off 1.'... .. .` N VO InZ IC IDWX L. SASH REINFORCING 111; y G m SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE Lu m p c FIB GR. 5 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION p NOTE 14 co EXTERIOR FINISH N BY OTHERS EXTERIOR OPERIMETERSEALANT BY OTHERS H O OA V UNIT F" 1 WIDTH W WLip HORIZONTAL SECTION q IAMB - METAL STUD NAIL FIN It O NZ. 3 J Y U Z O p U N DW& Ft: SWD002 SHEET: 4 OF 6 IO WOOD SCREW INSTALLATION ANCHOR CONCRETV MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY ' BY OTHERS :":..... I PERIMETER SEALANT- _ BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 3/4' MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. CONNECTION DETAILS SHIM SPACE r e ' .. SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2' MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX, SHIM SPACE INTERIOR E VERTICAL SECTION 5 HEAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR 1 ANCHOR STRAP, AT TWIN A TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT F2995-2)' DETAIL T HE16HT RIGHT OR INSTALL. Q 1/ 4' MAX, PERIMETER SEALANT ff SHIM SPAC BY OTHERS EXTERIOR FINISH f BY OTHERS e•••• •• MIN EMBEDMENT PRECAST SILL e BY OTHERS 3/ 16' ITW TAPCON e INSTALLATION ANCHOR e 13/ 4' MIN e EDGE DISTANCE VERTICAL SECTION 5 SILL • CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MTN. 1/2' EDGE DISTANCE 10SR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB- METAL TUBE/STUD OR APPROVED MUWON THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED TO ACCOMODATE #14 DIA. 40000—I 40000 000 2.01-2.0000 0. 0620- 0. 0. 7500(2) 3.0000(2) 6.0000 N_ INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: 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. B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-DRILLIN6 SCREWS, SR. 5. PER STRAP MIN. 3 THREADS PENETRATION, MEN 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #TO WOOD SCREWS PER STRAP. MEN. 1- 112' EMBEDMENT, MIN.1' E06E DISTANCE. SilverLine IM> I K (1:Isel l g741 r.• sr s.sssu art sur[ant m+t wa+ u .rwswn, W o•sOf w uu+•isyyDIM Z^ 3 7 »^ dig O00 N^A 5N o LL:r 2eu mt S yWj j ~ < WVmZ a, u 050z Way o 0 H e H W 49 TGo ul +ii n$ 3X f u2 DW& #: SWD002 SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. G VERTICAL SECTION iFl1 HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION 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 70, (0/X), DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 7Z X 84. (O/X•O/X). DESIGN PRESSURE •/- 35 PSF 76 X 72. (0/X-O/X). DESIGN PRESSURE •/• 50 PSF t08 X 62. (O/X•O/X•O/X). DESIGN PRESSURE 4-50 PSF 108 X 72. (O/X•O/X•O/X), DESIGN PRESSURE •/-50 PSF C-STEELINTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESI6N PRESSURE •/• 35 PSF 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN&S: 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY 6LAZIN6 REQUIREMENTS OUTLTNED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. I I 5/8' O.A. I.6. GLASS EXTERIOR / \\ INTERIOR MIN. GLASS BTTE 1/r l/B' SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY Be ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.C. THEREAFTER 1 1 1/4• MIN. EMBEDMENT i. 2' MIN. E06E DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine InAlultyst:Ff OOE S11 YFi bE balw ro.muwswlcclun or m Vft/•If IOW y3 A I m10 11 Zr Q 53 v1y(eWw OS G m N 3 ca In gJWN r C W . o E 0 V) Z 0 0 H uj DC c ca 3f ><f uZ ID,wSWD002 HEET: 6 OF 6 2/15/2017 Florida Building Code Online At w.r alr .i 1 a S r' T: eCIS Home Loy In User Registration Hot Topics Submit Surcharge Slats 5 Fa t$ publications FBC Staff scls Site Map Links Search Ficrea 1 a. a Product Approval it, USER. public User 1 I PmdUQ .lnomval Menu +tiro a %oplrrillu)n List > Application Detail FL 4 FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsl/www.Roridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%21Drx23QOPlxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAAa/o3d%3d 1/5 2/1512017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL L4918 R3 Eauiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 ©0 Page 1 / 2 d FL 0 Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 [a", Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918. 1.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- 1 Extruded PVC picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No i FL14918 R3 It Inst 1918.3.odf 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: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.Ddf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. 14918. 4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and SIII Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline ' FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918. 5 1 e. Series 2900/4900 Models 2942- I Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Installation Instructions FL14918 R3 li Inst 14918.5.odf htlps. Nwww.floridabuilding.orgfprlpr app dtl.aspx?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 2/5 2/15/2D17 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.6.Ddf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 149L8.6.vdf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) ' 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No i FL14918 R3 II Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 149L8.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ! 14918.8 h. Series 2900/4900 Model 2941- i Extruded PVC Picture Window 2953 / 4941-4951 ' i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. i 14918. 9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.9.odf 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 I Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. 114918. 10 j. Series 2700 Model 278D Extruded PVC Picture Window with Nailing Fin Limits of Use j Installation Instructions Approved for use in HVHZ: Yes I FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST L4918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 14918. 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.11.Ddf 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 i Other. See INST 14918.11 for Design Pressure Ratings, any ; FL14918 R3 AE Eval 14918.I1.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 12 ' L Series 5800 Model 5810 , Extruded PVC Fixed Window/Sidelite with Flange Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.12 for Design Pressure Ratings, any https:/ twww.noridabUlding.org/pr/pr app dal.aspx?Wam=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA963d%3d 315 2/15017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 11918.13.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.14.Ddf 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 j Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 1 o. Series 5800 Model 5840 1 Extruded PVC Fixed Window / Transom with Flange i Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.15.Ddf Created by Independent Third Party: Yes particulars. 14918.16 1 p. Series 5800 Model 5810 "Weather: Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin I I Stopper" i Limits of Use Installation Instructions ! Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.16.Ddf I j 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 I Evaluation Reports 1 Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.Ddf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather ! Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use 1 Installation Instructions 1 Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval L4918.17.Ddf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 S. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i htipsJ/www.0oridabt ilding.orgfpr/pr app dU.aspx?param=wGEVXQwIDquZRj59°k21Drx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg&y9GAA%3d%3d 415 2f15 2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Go to Page 0 Installation Instructions FL14918 R3 11 Ins, 14918.20.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R3 AE Eval 149t8.20.Ddf Created by Independent Third Party: Yes 0 0 Page 1/ 2 0 0 Contact :: 260t Blair Slone Road, Tallahassee Fl. 32399 Phone. 850-487.1824 The Slate of Florida is an WEED employer. Copyright 2007.2013 State of Flonda.:: Privacy Statement :: Accessibility 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-remrds request, do not send electronic mail to this entity. Instead, contact the office by phone or by tmdational mail. 11 you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.275(1), Flonds statutes, effective October 1, 2012, hcensees 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 nere . Product Approval Accepts: GKNR O E Credit Card Safe ttttpsJANww.noridabtrllding.orglpr/pr app oll.aspx?param=wGEVXOwIDquZRj5g%21Drx23OOPLxr2KHVIY2g3r%2bl%21kKOkbgBiygGAA%3d%3d 5/5 Siivefflne'JZY bYAndersen MAX. OVERALL FINWIDTII N j g * - 4n OP MAX OVERALL fRAME WIDTH ' V ' 'yam i x T, WINDOWSDOORS ,... •...... '4 S I`gE u AS 9 c SERIES 2900/4900 - MODEL 2941/ 2951 << 4941 / 4951 0 m a EXTRUDED PVC PICTURE WINDOW z v w/ NAILING FIN t a R NON - IMPACT' V m m IJ Z., a n + aIa a GENERAL NOTES L I. This product has been evducled and is in compliance with the 51h Edition 120141 Roddo Building Code ( FBC) structural requirements excklding the Iiigh Velocity Hurricane Torre' IHVHZI. 0 2. Product anchors sttao be as fated and spaced as shown on delods. Anchor embedment to base z material shall be beyond waE dressing or stucco. 13 9 3. when used in areas requiring wind borne debris protection this product is required to be q rr protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. Y 4. Site conditions that deviate from the delails of this drawing require further engineering analysis by y a licensed engineer or registered architect. — Y W G 7 a Z u it; 1 1 09 1 1 = swn: N.T.S. i ac er: KV u N...: Lrs 3 rw. uc no, a FL- 14918.2 0 TA/ lE Of GOHtEN15 sNEET • DESCRIPTION1 TypicalelevaBondesignesaeorvdnotes2 Horizontala vertical oast reclioro 3 la vertical Horizontaanchoringcost seclkxa 4 tack a trams S B81 of malerlds. glaft detoYs a components OVERALL FIN OVERALL FRAME DIMENSION MAX D. L.O.DIMENSION DIMENSION GLASS TYPE DESIGN PRESSURE (PSFJ POSRIVE NEGATIVE 75. 48' z 77.48' 72.0' x 74.0' 67.0' x 69.0" GI Q,Q Q,Q 75. 48' x 85.48' 72.0' x 82.0' 67.0' z 77.0" G2 Q,Q Q,Q 99. 48' x 57.48' 96.0" x 54.0" 91.G x 49.G G2 Q,Q Q,Q 10 um•• W V O u E. m= yy 9Slry^ V 6 V e• O Z VI 2 E%IERIOR INIERIOR a IEo: v al o x R 1-11,rmN. EMB. M.ca m 11 7 G 11VQ w H w J G1 G2 INTERIOR 2 ul s y p a s a 10 0 Z ° 8 E](TERIOR a Got: 1 1 09/ 1 1 i e 8 swL N.T.S. ° W.G. or n a1HORIZONTALCROSSSECTION 2 e VERTICAL GROSS SECAON LFS 3 3 FL- 14918 2 u a vKn 2 m S yt gyp;" is • yy a'/// y s ;z Y Eo 9m4u9 CW a 5NIP 3 v y oZ Qrm Gl Cl. z t N 2 EXTERIOR INIERIOR o 12 O m 2 mU y n 9 J ry LA G1 G2 WTERIOR 2 I i r H IT x E%fERIOR // MIC II/09/1I i SM-1: N.T.S ° HORIZONTAI CROSS SECTION wc. ar KvTeVERTICALCROSSSECTION 3 cwc a: LFS o"°ro NO.: e F1-14918.2 e san -,L or 4'MAK 1Irmo. -- - - O.C.1TP•) O mC. (TYP.I 2' T1111*111\ ON i11G r TV. 10 h g = m 11 TYP. it M n 9 d ic 4 2X SUCK (. m nn y fl 2X BUCK o° MASONRY 3nUS OPENING MASONRY d i OPENING 4' MAX. O v O.C. (fYP.I. 91 4 TYP. J I o cici o a a FRAME ANCHORING rBUCKANCHORING 2X BUCK I K at e _l. d € R z Tf 0 = T n CONCRETE ANCHOR NOIEfi 1. Concrefe andborlocaliwu at the caner may bo odimled to mainlatn the min. S 9 edge dblonce to memoir jaFta iC u 2. Concrete anchor focatloru noted of'MA1f. ON CENTER' m#Af be adjusted to = d maintain the mh edge distance to nwrtarjointL. additional concrete anthem N R may be required to enwe the'MAX ON CENTER' dimension are not exceeded. Hal3. Canc/efe archer table: FRAME ANCHORING ° a p 2X STUD tmm 1 1 09 11 ° aZ2XIPKri0BEDESIGNEDswlN.7.5. GWFERORARCHRECT °. G er. KV ASED ON WIND LOADS a E AND THE CLADDING BEING. USED. CNN In. LFS a WOOD SCREW INSIALLATION NOTES: - a 1. maintfdn o rttinimum 5/8' edge distance. 1' and distance. A 1' o.c. spacing of FL-14918.2 o 1; wood screw( to prevent the Whif8'tg of wood. n swn 4 m 5 y ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CIFARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw a T!r S•T!4• z 4' lA CON ElCO Tl4. 1.1N' 1' 4' uLTRAcoN BILL OF MATERIALS REM DESCRIPTION MATERIAL 1 MAIN FRAME WITH NAILING FIN BY SILVERUNE ®2902' VINYL 2 GLAZING BEAD BY SILVERUNE 02217' VINYL 3 NB X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG — OA21 WOOD B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/e MAX. SHIM SPACE 10 NB X WIT PPH SMS STEEL I I 1/4' X 2.3/4" ELCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING SG — 0.421 1 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 1 STUCCO INSERT BY SILVERUNE N2922' VINYL IHE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.75 r--1 Moo o $ I6 SIUCCOINSERTOplokd OGLATING READ ORXED FRAME 3/4.OVERALL THK. GLASS 3/37 ANNEALED AIR SPACE S/37ANNEALED I fr GLASS BRE GI TIN I I/7 GLASS BITE G7 GUYING All A. off, it E m. rya=N± 9Gtaai` 14 litE 34 314' OVERALL yy IHK. GLASS U 3/37 TEMPERED Sj AIR SPACE aL 5/37 TEMPERED TilnG ki: N.T.S. c. 61: KV N. ow.. LFS w w FL-14919 2 m _L of 5 1 9 2/15=17 Florida Building Code Online hitss' t t on .. SCIS Home Log In User Registration Mot Topics Submit Surcharge Slats & Facts publications FBC Staff BCIS Site Map Links Search b a ' 4 'lJM1 Product Approval USER: Public User Preduc' AoarQV7l Menu > P:9dur: Zr A-aI,rTUnn S?I'Cn > AntillralMn List > Application Detail FL # F1.14918-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA 101/I. S.2/A440 2011 AAMA/W DMA/CSA 101/I. S.2/A440 2008 ASTM 01929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 h"J/www.Horidabuildng.orgfpr/pr app dtl.aspx?param=wGEVXQwIDquZRj59a/o21Drx2300PLxr2KHVtY2g3r%2b1 o2IkKOkbgBlygGAA-/o3d%3d 115 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL t•1918 R3 Eauiv of Standards.0df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 ©O Page 1 / 2 m i FL # Model, Number or Name Description 114918.1 ! a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.I.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product Is No Longer Offered by Silverline FL14918 R3 AE Eval 14918. l.ndf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes I version for Historical Documents regarding this Approval) 114918.2 1 b. S 2900/4900 M 2941-2951/4941- i Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use I Installation Instructions i Approved for use In HVHZ: No FL14918 R3 I1 Inst 14918.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14928.3 c. Series 2900 Model 2941-2951 Extruded PVC.Picture Window with Nailing Fin WeatherStopper—^ Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.3.0df 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: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.Ddf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No ' Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.Ddf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 1I Inst 14918.5 Ddf hUpsJ/www.8oridabuilding.orglix/pr app dU.aspx?param=wGEVXQwt quZRj59%2tDrx23OOPLxr2KHVlY2g3r°62b1°k21kKOkbg8iy9GAA%3d%3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 1a913.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 149t8.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- 1 Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.7.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports ; Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. j 14918.8 h. Series 2900/4900 Model 2941- I Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use In HVHZ: No j FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports i Other, See INST 14918.8 for Design Pressure Ratings, any j FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. 14918.9 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructlons Approved for use in HVHZ: No FL14918 R3 II Inst 14918.9.odf 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: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.10 j. Series 2700 Model 2780 i Extruded PVC Picture Window with Nailing Fin , Limits of Use I Installation Instructions i Approved for use in HVHZ: Yes EL14918 R3 It Inst 14918.IO.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 14918.11 k, Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 11 Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A + Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any : FL14918 R3 AE Eval 14918,11.00f additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use ; Installation Instructlons Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.12.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any j Mips:/twww.noridabuilding.orgfpr/pr_app dU.aspx?Wam=wGEVXQwlDquZRj5B%21Drx2300PLxr2KHVtY2g3r%2bl%2rkKQkbgBiygGAAO/o3dgo3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.Ddf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918. 0.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14913.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use I Installation Instructions Approved for use in HVHZ: No ! FL14918 R3 11 Inst 14918.14.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.15 o. Series 5800 Model 5840 I Extruded PVC Fixed Window / Transom with Flange Limits of Use I Installation Instructions i Approved for use in HVHZ: No FL14918 R3 II inst 14918.1S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather : Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin . Stopper" i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14913.16.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes i Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14913.16.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. I 14918.17 q. Series 5800 Model 5810 "Weather ; Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.17.Ddf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation ReportsOther: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 i Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.18.00f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 AE EvA 14918.18.Ddf 1 additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 I with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Ins, 14918.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, https:!/www.0oridabuilding.orglpr/pr app_dll.aspx?param=wGEVXOwtDquZRi59%21Drx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 4/5 2/15f2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14913 R3 11 Inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eyal 14918.20.Ddf additional use limitations, installation instructions and product , Created by Independent Third Party: Yes particulars. Go to Page 0 © 0 Page 1/ 2 0 0 1 u r ?I ld: Contact Us :: 2501 Blair Stone Road. Tallandssec Fl. 323" Phone, 850,487,1824 The Slate of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: PnyaCV Statement :: Acces-amity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rot want your e-mail address released in response to a public -records request, do rat 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( 0, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 arc 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 here . Product Approval Accepts: O 5;si E Credit Card Safe httpsJ/www.11oridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDquZRj59a/o2fDrx23QOPLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAAIYo3d%3d 5 5 Silvefflne' r1l, brAndersen WINDOWS•DOORS SERIES 290014900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES 1. Thts pioducl has been evoluoled and is in compliance with the 5th Edition (2014( Florida Buldrng Code (FBC( structural requirements excluding the High Velocity Huntone Zone' (HVHZ(. 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment 10 base material shag be beyond wag dressing or stucco. 3. When used in areas requtrirlg wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section W.1 Z of the FBC. 4. For 2x stud framing oomtructbn. anchoring of these units shall be the some as that shown for 2x buck masonry consimction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONW113 MNEFT• DESCMIION 1 Typical elevation design Pressures a general notes 2 Horironld a vertical cross sections 3 Hodwntd a vertical cross sechoro 4 Buck a tranw 5 BE of matekk deli a cwqmwls 72.98' MAX. OVERALL FLANGE WIDTH 72.0' MAX. OVERALL FRAME WIDTH C x m i P x nn. O i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.L.O. I TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98' x 74.96' 72.0' x 74.0' 67.0" x 69.0' G1 50.0 50.0 tn: KV a• LFS rwC M0: FL-14918.8 n —L or -1 i O• I'. JJ o b O z Ol 0r .. o g 4 e 1 v z'^ NOO2 3 EXTERIOR INFERIOR a`& V o = 3 3 rl ag a 1• 11rtm. xm EMS. TM. O 1 y o GI INFERIOR 2 Q O • ` V • e V , • • V Q U au: 1 I 09/ I I = 3 OEXTERIOR a X: N. T S 5 wa e.: KV m 1 HORIZONTAL CROSS SECTION 8 2 VERRCAI CROSS SECTION C- er. LFS oewwc w.. c FL- 10918.8 u i Z n s. cn 0/ 5 q 1.1I! "IN OHORIZONTAL CROSS SECTION 3 Vwmw/IXsu6txk EXTERIOR 11 11 INTERgR m NIERIOR ` ` a o 2 4 Gl KIEitlOR EXTERIOR 14EWR 2 VERTICAL CROSS SECTION N 3 Shawn w11 X wb•bwk CL 7 u u m = o i a e 3 VERTICAL CROSS SECTION 3 Opliwo nwsony sR EXTERIOR II II INIERIOR t 19 8 e W 9 u¢• I1 09 11 3 sws• N.i.3. 0 S ac W. KV e VERTICAL CROSS SECTION o. ° LR— j OOlicndmasorvyA owu°o w: FL-14916.8 a N i1Q11 {Ir Q 22.5• MAX. O.C. (TYP.(- 11I1{ - 15'M1Ax. I 0* n 4• Jzu 1 1 df d 2 o V•'•. Z oof nSri: rJJJJII 1 2 11 TYP. 1111 a H ,: 2x BUCK + 2X BUCK Y E i u o 9dgd m d a` MASONRY FRAME MASONRY__!. lv i Co o = t. a OPENING OPENING a H V Q u W O Q C K a i O OBI u FRAME ANCHORING Ruc NG 2X BUCKMASONRYa W MAX O.C. (TYP.) d r-ICJ m I 18 TYP. LA Ix RUCK - z a CONCRETE ANCHOR NOTES: I. Concrete anchor locafiom of the comers moy be adjusted to maintain the min. FRAME 1 edge distance to mortar jotrlts. ON CENTER' must, be adjusted to MASONRY u 2. Concrete anchor locations noted as'MAX. maintain the min. edge distance to mortarjoinK additional concrete anchor MASONRY 18 SILL may be required to emwe the ` X. ON CENTER' dimension are not exceeded. OPENING 19 MASONRYIConcreteanchortable: SILL c a t, Li Z u O O.Ic 1 1/09/I f s scut N.T.S. u i 41 osc In: KY e FRAME ANCHORING C-. . LF9 i rcWOODSCREWINSFAUAtIONNOTES: 1 X BUCK O+..wo .a. = FL-14918.8 0 1. Maintain a rninxrwm 5Ar edge distance. 1' end dislonce, d 1' o.c. spacing or wood screws to prevent the splif ft or wood. fl 31as1 4 Or y5 V O.C. (rYP.J 6• I 3 IYP. 1, ONRY 18 slu 19 MASONRY Sill I I ANCHOR ANCHOR MIN. MIN. GIEARANCF MIN. CIFARANCE TYPE 511E EMBEDMENT ro MASONRr TO AOlACENT EDGE ANCHOR ITw T/r I•T/r r r TAPCON ElCO UITRACON elu of MATERIALS 40 2O 3 W OVERALL' 13 4d onoi F IHK.GLASS u«a 5/37ANNEALED14 i 9 F W AIRSPACE 5/32-ANNEALEDQ 6 1/TGIASS THE APPROVED WIUTE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BRE z_ ZuZIN0AILuBYEXTRUDERSLICENSEESW'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. GI e y o a 3 O VI Un N a o oIc a` I m o 0 2 I F C 0 0• I I 3aD—'nI C a o 5 L c z O a Z uOZLAZINGBEAD swu N.T.S. KV • LPS 3 O MAIN FRAME1 oruvwc w. n-I.91B.a o 9[P y5 OF 5 0 ITEM DESCRIPTION MATERIAL 1 MAIN FRAME BY SIIVERLINE U52-2151 • VINYL 2 GLAZING BEAD BY SIIVERUNE p52-2211' VINYL 3 q 10 X 2• I /Z' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK 1SG >= 0.14) W000 B MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 9 1 /1' MAX. SHIM SPACE 1 I 1 /1' X 2.3/1' PFH ElCO OR f1Y/ CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 11 GLAZING SETTING BLOCK I I x BucK w000 18 I/1' X 3-1/1' HWH ElCO OR ITW CONCRETE SCREW STEEL 19 I/4' X 2•11C HWH ELCO OR ITW CONCRETE SCREW STEEL 2/15/2017 Florida Building Code Online ll t Business + + + _ . SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC staff BCIS Site Map Links Search flrrida a Product ApprovaltUSER: Public User ram - Product .toorov3l Menu > "mdtrr or Aeuhcation S•.arrn > A291•rwion Lost > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 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 pi ngsheng.zhu@jamesha rd ie. com Category Panel Walls Subcategory Siding 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 1. Ogawa the Evaluation Report Florida Ucense PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/02/2028 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of IndeDendence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eaulvalencv Sianed.Ddf hopsl/www.noridabtnldirlg.orgfpr/pr app dd.aspx?param=wGEVXQwlDgtsk%2bGnUu47oWmaHRnMI1D4CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 2/15f2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # Model, Number or Name Description 13192.1 ! Cemplank Lap Siding fiber -cement lap siding Limits of use Approved for use In HVHZ: Yes i Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- i 0122.04, Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf FL13192 R4 If ER RIO-2557.15 Plank Shingle CMU.pdf FL13192 R4 11 ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 lI Install CemPlank Siding.odf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA L5-0122.04.pdf Created by Independent Third Party: Yes 13192.2 I HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 11 ER RI0-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO-2557.15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 11 ER R10-2577-15 Plank to WSP Sheathinn.pdf Design Pressure. N/A FL13192 R4 11 Install HardiePlank Sidina.odf Other: For use in HVHZ install in accordance with NOA 1S- j FL13192 R4 11 NOA 15-0122.04.pdf 10122.04. 1 Verified By: Intertek Testing Services NA Ltd. i Created by Independent Third Party: No i I Evaluation Reports FL13192 R4 AE ER RI0-255345 Plank metal wood.odf i FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO.2577-15 Plank to WSP Sheathino.odf ! FL13192 R4 AE NOA IS-0122.04.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles L i Limits of Use i Installation Instructions Approved for use In HVHZ: No I FL13192 R4 11 ER RIO.2555-15 Shingle metal wood.odf Approved for use outside HVHZ: Yes i FL13192 R4 11 Install HardieShingle Siding.odf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A ( Created by Independent Third Party: No ! Other: I Evaluation ReportsFL13192R4AEER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 11 ER RIO.2555-15 Shingle meal wood.pdf Approved for use outside HVHZ: Yes I FL13192 R4 11 ER RIO-2557.15 Plank Shingle CMV.pdf Impact Resistant, N/A FL13192 R4 11 Install HardieShingle Siding.pdf Design Pressure: N/A I Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER R10-2S53.15 Plank metal wood.odf httpslhvww.noridabuildirKjorgfpr/pr appdU.aspx?param=wGEVXQwtDglsk%2bGnUtA7ogxmaHRnHIID4CXwhKRgKDfTRrxWwZsbgA963d%3d 20 2/1512017 Florida Building Code Online Approved for use outside MVMZ: Yes FL13192 R4 11 ER RIO-2557-15 Plank Shingle ChlU.odf Impact Resistant: N/A FL13192 R4 11 ER RIO-2577.15 Plank to WSP Sheathtng.Ddf Design Pressure: N/A FL13192 R4 11 Install Prevail Lao Sidlnclxdf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 If NOA 15-0122.04.odf 0122,04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.adf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO.2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15.0122.0d.odf Created by Independent Third Party: Yes Contact Us :: 2501 Blair Slone Road. Tallahassee FL 32399 Phone: 850-407.1624 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 mall to this entity. Instead, Contact the office by phone or by traditional mad. 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 emalls 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 am a licensee under Chapter 4SS, F.S., please dick her_. . Product Approval Accepts: a © = Credit Card Safe hllps//www.11oridabuilding.orglpr/pr_app dll.aspxTAram=wGEVXOwlDgtsk%2bGnUu47ogxmaHRnHI1D4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank, A >0, Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 ON INSTALLATION REOUIREMENTS - PRIMED tar COLORPLUS' PRODUCTS Vishynry.•arnPsharrlie rnm for Me most recent versicn. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK 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" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: I L CUTTING IN Store flat and keep dry and covered prior to installation. Installing siding well or saturated may result in shrinkage at bun joints. Carry planks on edge. Protect atlges and corners from breakage. James Hardie is not responsiole for damage Caused by improper storage and handling of the product. OUTDOORS INDOORS 1. Posit on rvmug siamn so jai vrird vtll u1mv dsi any from user I. Cut orJy uslrg score and snap. or shears (manual, elec:nc or preumadc). ant viers n vodring area 2. Position curing smiion in %ven•venVated area 2. Use are of Te 1'oI1ovny med otts: a. Past: I. Score ant snap u. Shears ( rnamal, e'ectrc or prarralhr NEVER use a co%•rer saw inttocrs b. Ema: L Diet rakx:r'g cmW sin., ewppetl vadl a NEVER use a orally sa:v lade rat dces rot tarry to F'ardaElade saw blade Mtriark F ardetilade' sa% v blade and HEP: •racwm ecoacuen NEVER dry srreeia — Use %vet suppression or HEPA nccuum c. Good: I. Dust retMJ'tJ cjcuW sail vnri a HLVdeElade sari blade tidy usa ttx Ion :o moderate cutting) In jacna l Mate For matdrmsn pmtW.'bn ('bPr ire pS axe (fret ptodbnal), Jures Mile iecommands ahgys uslr'y -BesiNe%el c r9 mefta of ere lembte. NIOSH-approved resprnos can be used n,on t mon :•nri albve arang prac'm w ku*.ei retlt ce dirt er =as. At Ural erposue mloimaicn is avulaWa at,,%vwlarest'anl' e cam to he'p yet: deieimu'y to most aWcpnaie armrg lnetal for your ;ob requ ra ner3. d co can stillairs abctl erpowre Ica ieis or you tb rot txMipy :rri rue aboae practces. you shotEd alvrays corset a quapried, rrduSvlal hy;yemsi or ooma loves Harde'oi lurher inlcnratcn. GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at marry. iamehardie.rom A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infillralion. James Hardie does manufacture HardieWrap' Weather Barrier, a non -woven non -perforated housewrap', :vhich complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - P/pically a minimum of 6" in the first 10'. Figure 1 Double well single wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie products, such [hat they may remain in contact with standing water. vralevresistive barrier let -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. vocb a 2a- o.c. rnav For larger projects, including commercial and multi -family projects, where the span of the 7fiosB'v ealniiig wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products- at rvvvw.JamesHardie.com. DO NOT use slain, oiValkyd base paint. or powder coating on James Hardie` Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nail line (11 nail ine is not are required by code ( as referenced 20091RC sl'A present place R703.3. 2) 16 nn lastener A. Joint Flashing (James Hardie recommended) beh:sen 31=' I' from top B. Caulking' (Caulking is not recommended x2ter- regswe Nat 3r8- hr;•i of plank) for ColorPlus for aesthetic reasons as the Dame' careory,ik Caulking and ColorPlus will weather differently For the same reason. 115snmg do not caulk nail heads on Hart;ezonc" ColorPlus products.) HaidePlank siting C. "H" jointer cover install clanks in mccemle ccruaa M Sun bolts vialWreslsilve i• Ilz(rier taslener mrsian e i I/• r' Starter slip to ensure a consistent Ulan; aigle leave appioptia:e gao behteen olankCS and trim, then Ghdt•." Note: Field painting over caulking may produce a sheen difference when compared to the field painted Nimei'lus. 'Refer to Caulking section in these Instructions. For additional information on HardioWi ap' Weather Barrier, consult James Hardie at t •866-dHerdie or vpmv.haidiernap.com WARNING: AVOID BREATHING SILICA DUST James Harare ` products contain iespiraola cr slalline Sdrea. which is muvin to the State or C Jnoria to cause cancer ano is iocrisiderdt try U:RC and NIOSH to oe d cause al cmicer from same or;.uouiond SWUS. Breathing =11155W amalnts of reSDiry7le Silica dust can also cause a disabling am Manually raial IuM asease called sikcusis, and has been NOW :•nth finer dseases. Some studies 5119gest smoking may nictcase th., e its s, Dlidnq ai! tmlhdnn or haudutg. (I) oik in ouhioor areas with ample venidation;12) tee libet cement shears lot annng or. wheie not leasiole, rise 3 Hwoieelade ww alai and dust-reuticing dreukr savr anactiec to a llEPA vaanrm, Q) vtarn others in the Immerriate area: (A rear a oiwerlynned. NIM-aDoimed deist mask ci resaiwor re.g. H•95) In accoidaue :vilh apakcaol: gpvefnm2i11 regUlaWIC Luc Iti• Ir1UIlcIWe1 irBllUCilCn5l0 tUr1Y$r rlmil ICSpaa[112 ii6W e1D051nes DiaN cle7n•UD. Use HEPA vowuM M wei deaMD 11•ellrotrs • never my Tneen For iuriner in(Gmation. wei to data Inslallauon irasUirUions did 1laterial Safety Cate Shaer availarka at vnxr.graesharula.com atry cal5ng I •cCo DIIARDIE (i •6G0.9•t2.73-3) FAILURE TO ADHERE TO OUR'NARNINGS. MSDS. AND e15 rLL:. i1CN elsTRt; CRONS r:W LEAD TO SERIOUS PERSONAL INJLRY OR CEATH. hb111 H9•Y1r4 W13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing Kickout Flashing Z-Flashing ' As requlred code min 4' x 4" 1 .R,•• Min. tDonot caulk . Figure 7 Figure 8 Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Figure 12 Drip Edge IJroomkl' x r1i Figure 13 Figure 14 Block Penetration Valley/Shingle Figure 6 Slabs, Path, Steps to Siding 1"-2" Figure 11 Mortar/Masonry Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank - lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.22 i" HD x 2" long) 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head oi equivalent (No. 8 x 1 114" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast` nails or equivalent (0.10" shank x 0.313" HD x 1 1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" 1 tga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). O cz mar I Nad line is i, e nrf NO 1 j / P. er esrsove Sart1r4-mm earner Overtax FACE NAILING Nails - Wood Framing 6d (0.12" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8- IS x 1.5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin;ol equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails mLlst penetrate minimum 1/0" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.22 i" HD x 1-1/2" long)' Figure 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing Amin. 1 114" overlap t 24" — OC moo. 1 1+4-,ron overtao 1 - AI G race nail I I n aaler•resisuve Carrier 1_ Laminate sheet to be removed Immediately after installation of each course for ColorPlus® products. When Lace nailing to OSB, planks must be no greater than 9114" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and :vhen considering allernalive iaslening options refer to James HardWs Technical Bulletin USTS 17 • Fastening Pips for HardiePlank' Lap Siding. HSII119•12214 6/13 A GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant. galvanized. or stainless steel. James Hardie products can be hand nailed or faslened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality, hot -dipped galvanized nails. fastener is driven snug with the surface of the siding. A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on Ste pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended wnen installing James Hardie"o depth the nail is driven. If setting the nail depth proves difficult. chcose a products near the ocean. large bodies of water, or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preseriative-treated wood and aluminum products. Fasteners used to attach Q7 countersunk, HardieTrim Tabs to preservative -treated wood shall be of hot dipped fill & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT P317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple Consult applicaole product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NO rE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads cr drive nails at an angle. It nail is countersunk, till nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. 0P111HO DO NOT use slain, oil/alkyd base paint, or powder coaling on James Fardie" 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. 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 manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken whan handling and cutting James Hardie® ColorPlus® products. During installation use a wel soft cloth or soft brush to gently wipe oft any residue or construction dust left on the product, then rinse vvith a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' fechnology touch-up applicator. (ouch -up should be used sparingly It large areas require touch-up. replace the damaged area with new HardiePlank; lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminal.- non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus, product dealer. Treat all other non -factory cut edges using the ColorPlus fechnology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch -tip or paints used as touch-up on James Hardie ColorPlus products. Problems wilh appearance or performance arising from use of third party touch-up paints or paints used as Touch-up that are not James Hardie touch -tip will not be covered under the James Hardie ColorPlus Limited Finish Ylarranty. PAINTING JAMES HARDIE- SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the follaNing regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust. dirt, or milder, Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardi0 Products. Aoply finish coat in accordance with paint manufacturers written instructions regarding coverage. application methods, and application lemperature DO NOT caulk nail heads when using ColorPlus products. refer to the ColorPlus touch -tip section HSIII19-P3rd 603 COVERAGE C HA RTIESTI MATING GUIDE Number of IT planks. does not include waste COVERAGE AREA LESS OPENINGS so 5 Le 1 so = too sq.41 (exposure) ayw. HARDIEPLANKn LAP SIDING WIDTH 5 114 7 1114 7 42 8 8 114 9 114 9 1Q 12 5 6 61!4 6 314 7 8 8114 10 34 1 25 20 17 16 15 14 13 13 9 2 0 40 33 32 30 29 25 25 19 3 75 60 50 48 41 a3 8 38 28 d A 8D 67 64 59 5i 50 50 37 125 too 83 80 74 71 63 63 47 150 120 1CD 96 89 86 75 75 56 7 175 i40 117 112 104 100 e8 88 65 e 2C0 16o 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 i02 12 360 240 200 192 178 171 150 150 112 13 325 260 217 208 193 te6 163 163 121 14 3E0 28D 233 224 207 200 175 175 t30 15 375 300 250 240 222 214 188 188 140 15 400 320 257 256 237 229 2CO 200 149 17 425 340 283 272 252 243 213 213 158 18 4.`0 360 300 288 257 257 225 225 t67 19 475 380 317 304 281 271 238 238 177 20 SCO 40D 333 320 256 286 250 25D 186 This coverage chart is meant as a guide Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over of under ordering of product. IRECOGNITION: In accordance :w:h ICC-ES Evaluation Report ESR•229D. Hardi!Plank(D lap siding is recognized as a suitable alternate to that scecitied in: the 2005.2009.32012International Residential Code for One. and Two -Family Dwellings, and the 2006. 2009,9 20 i 2lnterriMnal Budding Code.. HardrePlank lap siding is also recognized for arplxadon in the foepwtng. City of Los Arge'as Research Report No. 24862. State of Flor:da bring FLa889, Dade County, Florida NOA No. 02.0120.02. U S Dept. of HUD Materials Release 1263c. Texas Department of Insurance Product Evaluation °C•21, Ciry of New York MEA 223.93bt, and Caliromia DSA PA-019. These documents should also be consultec for additional information ccncemnng the suitaplity of this product lot specific applications. 02013James HardeButdingProducts AlInghtsresened. Additional Installation Information, ra i, SM. aml J denote tracemarks or isa rgist r e dendrks of larcesHaroleTechrndloyylnmited.;; isaregnsleredrrademarl'Narranties.and'NarningsareavailableatrN JamesHardie ofJamesHandleTeChndlcgyLimited. www.jameshardie.com Parellast is a regts;ered trademark al ET4F Fasiemrng Syswms, me HS11119• P414 6113 2/15f2017 Florida Building Code Online it u Business & Professional Regulation, I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff Gels site Map Links Search d. bProduct1 Approval a USER: Public User Product App,oy3l Manu > pmdUC or Application irarrn > Aoeli motion List > Application Detail FL FL13265-R2 Application Type Revision Code Version 2014 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 Siding 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. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Indegendence.gdf Referenced Standard and Year (of Standard) Standard Year ASTM C2186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Equiv ASTM C1186 Equivalency Sioned.odf https:/Avww.noridalyjlcirg.orgfpr/pr app dtl.aspx?param=wGEVXCtwtDgvRk6bsvZ66FOMz7xGPgkne9YuS*/o2bAvrIW7Krav2gCcCpg%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Product Method 1 Option D 04/23/2015 04/30/2015 05/ 1112015 06/22/2015 FL # Model, Number or Name I Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit i panels i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 II ER RIO-2554-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 11 Install HardieSoffit Panel.Ddf Impact Resistant: N/A Design Pressure: N/A FL13265 R2 11 NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 0122.04, Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal.odf FL13265 R2 AE NOA 15-0122.04.odf i ) Created by Independent Third Party: Yes 7ac:r YC.rr Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Coovndht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want yaw e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.457.1395. '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 emads 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=. Product Approval Accepts: WR O RRcr Credit Card Safe hltpsl/www.noridebtAiding.orgfprlpr app dil.aspx?param=wGEVXOwIDgvRk6bsvZ66FOMz7xGPgkrw9YuS1/o2bAvrIW7KTav2gCcCpg%3d%3d M ; Florida Product Approval HardieSoffit° 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 15-0122.04. 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-2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. D HardieShing le®/ff'I0. Siding JamesHardie STRAIGHT EDGE. STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 M INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS' PRODUCTS minesharrbecrnnfor 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 HARDIEZONEs' INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS Store Oat and keep or/ and covered prior OUTDOORS INDOORS to installation. Installing siding wet or 1. Poscion airxg ruw.on so that wntl vrd blvv [huttr:*l lnm user 1. Cut enty using shears (manual, electric or preumauc). saturated may result in shrinkage at butt and (Uheis.n :%piing area. 2. Posan curing si3ltcn m well-ventiated area joints. Carry planks on edge. Protect 2. Usa we of Te t0mrg meto ds: edges and comers from breakage. James a. B%a i Sf ears Cmarml. ea rx a pneumaip b. Barer: i Dust re crmlai say e[aoptxd :n h a - WEYER use a power sari,mtoors Hardie is not resCons!ble for damage Ha dWzde' sa i blade aril FEPA -n, cutm extralzon - WIER use a craw swi b.ala tat does not carry the HardaBlade saw owe oa[kmark caused by improper storage and handling c. (iow; i. Dust raking emir sav vn:h a HvdeB'a a smv blattle • f1EWR dry sweep - Use ::ei suppression or HEPA Vacuum of the product. lock/ use !or 'aim moderate car lg! I ImCtr': nt Pbx• Fa miwmum proteC a: Caves• 25pupMe (k151 prah:CJcn1.Jan!es rotl a rawmaner.[1s ah:ays tsuhg'&'st'-tzve! wrii:g meUhotls ::hire feasl>•e. KOVI; ippoval restaatcrs can ha used n con t ratan vxdh atiora whnq prances a Sinter radio (dust zsposuzs. Amaral exposure in.ama0m s avaiade a1 vnv.'1.Xe"d a.am io help you dazaille to most apoopriata wrr•g method fo you pb rmwiemems. d coixein RR &4 s about zrpmre'eeals or you do rot campy virdl the abae Crae cos. yvu should ahrays castdt a %axed nlus .11 hyg!erusi or corw, James Hartz iIX mthel W.oFina w. In•gliru GENERAL REQUIREMENTS: HardieShingle siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. Sae general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 of wgw, famehaidie corn A water -resistive barder is required in accordance with kcal building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction 'lashing in accordance with kcal building code requirements. James Hardie will assume no responsibility for water infiltraiion. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewrap'. which complies with building code requirements. When installing James Hardie products all clearance details in ligs. 1,2.3.4.5,6 &7 must be followed. Adjacent finished grade must slope array from the building in accordance with local building codes . typically a minimum of 6" in the first 10'. Do not install James Hardie products. such that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use slain, oil/alk/d base paint, or powder coating on James Hardie' Products. CLEARANCES Install siding and Uirn products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grace. Figure 1 siding concrete foundation i 6' mint starter course Maintain a minimum 1" - 2" Maintain a minimum 1" - 2" clearance berneen James clearance between James Hardie Hardie-, products and paths, products and decking material. steps and driveways. Figure 3 deck Maros at I water resistive bamerAt the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and Inin. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST frmes Na1de' pl(d1x15 contain respbaole criva0me Silica. vdidh is knvan to the Staie of Caldoinu to cause cancer and is wnsidareo v/ IARC and NIOSH love a c3ise of cancer horn seine ocaroatenal sauces Breathing e)cesslve ammm$ 3l iespYatile sitim utisi can 4so cause a oiS7ding ano ocienI&I fatal Itmy (%ease called silicas%. and has oeen tbikeo v. th olhei dwse5. Some sludias sugges,' sina4iny may mrlease mesa dsks. During installatfoh or nand!irk): I'll wolk in cut(cot al eas Min amoe venttlalion. IZ1 use libel ceiAant shears for anurg or, aheie not le3siole, use a div(feVatle7 saw made and dim-rahxfrx) diculai sum nnachau to a HEFA tacuum: (3i ,: un others in file iinmeawle alga: M rle3i a prooery-lifted. MOSWitioroveo damask or reSonaloi (e.g. 14•951 in accordance vain acpicable tJ( verninenl ieyulatf(rd an(manuteCnuei uh5iruciptS I(hNl r inn resplydxa Silica z;(osures. Doing Gran-u(, use HEPA v;.clnims a wet cleanup methods • never dry zeep. Far tuner intoimztion, refer Io ow fnstal4lion insuuclions aixl h4 rectal Safely Data Shaer avadapli at mwr•ian:eshartbapm a by canvhry i •a00.9HIRDIE ti-80(-9.12.73a3I FAILURE TO ADHERE rO CUR 01MnNGS. hhAS, AND ItIS- iALLAilOPI IPISTRUCTIO1lS i tA'i LEAD TO SEROLS FEWIAL!N.A; IY OR DUTH, t ".. HS1112) Pi/5 6/13 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 rding notr,?C;julk 1/OigaD Maintain a minimum 1" 9ap be0men gurer and caps and siding & trim. Figure 6 gutter and end cap fascia Figure 7 1 m Lf. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidevall The roof must oa flashed with step flashing. Whale the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. 16smac \ "11 Q Figure 7, Kickout Flashing To prevent water from It dumping behind the siding and the end of the roof intaisectfon. install a "kickout" as required by IRC code R905.2.8.3 : " ..flashing snall be a min. of 4" high and 4" wide..`James Hardie recommends the kickout be angled between 1001- 1101 to maximize water deflection TRIM CONSIDERATION: : BLOCKED PENETRATIONS Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" Penetrations such as hose bibs and holes 1 1:" or reveal. If additional trim depth is desired, you can place a spacer under the irim (Fig. 8C 3 8D), larger such as dryer vents should have a block of I trim around point of penetration. Figure 8A Figure 8B Figure SC Figure 8D I I GABLE INSTALLATION: Installation over sheathing Is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16" to both the left and the right of the center line and snap a caulk line 3) Measure up 2" it you are off a roof line or Y" it you are starting above a band board 4) Set the bottom of your 1 Ya" starter strip at that line 5) Place your 8'14" Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center It you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately %" above Keyways 5 per full panel Center Nail can be either one of the keywa, ys. Stay by keyway to avoid shiners) (EX I) Blue Dols show nail placement 8) Measure up 7" with straight and 6' with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line i 0) the Third row will start at the line right of center 11) As you work %our way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1/8" Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) 9Figure Furccehtetrag me. Figure 10 Figure 11 9 Swp a CnaU, ire r !aria aru 3' r starer m rse a Mix2 cue b meet soap der. sra rele'.'.0 liana qnp SrVp aJkltr l8'han r at,fc n ]I ronl rc 15:i lion ticilm W the U!;OM,01 arNp 'O:linllial llml cl Slalkl CCt.'IS? corw r 1 r r r i r 1 I. Figure 12 Figure 13 r:rl;llylpw rr.2sa+ 9rap .W. ma r' I.V'A Cra% -ire S,Iap,,nxk roe i' 3ro:± to it ow kn aeon: seratin Ira 4; 4,.Ytald r•7a 0; alnMja. Into row of sriroa i Jr) to Irrfrn Itt use !et. via ai i'ma Sewn itv;w-oaar Figure l4 p2ces .aut!eneraarr, CMttl' o. btt: IC a m rD1Y.ie2 ipt rhf0 ra':t IICIIT.S.it rght cruirk fin.+ Panels can also be installed direct to siva up to 21'OC. Mole: Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bonorn edges it undorin sirai0hi edge ra dewed. HS11121IP2/5 8113 HARDIESHINGLE9 STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used Icr fastening sleds 1. 4 HardieShingle' Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle" Staggered Edge Panel Installation IInstallHardieShingleepanelswithjointsbuttedinModeratecontact. Due to 15 7/8" overlapping of the joints, caulk is not required except where panels abut trim panels boards. (figs 15 & 17). Ensure kayways do no: line up on subsequent courses. 1 1) Install a 1-1/4" starter strip, then install a 8.1/4" vide HardiePlank` lap siding - - - starer course. 2) Place first panel so that panel end cantais over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or any horizontal surface. leave 1/4" gap between bottom of siding and flashing 1/B- min. 16" or 24" Trim gap for I ° c _. I water -resistive barnercaulkI sheathing I 1 I DO NOT NAIL THROUGH THIS AREA j I I II 3) Secure panel, leaving i/8" gap for caulk at trim and continue the course course position nails on nail line and secure into framing. along the wall. Only when application is to minimum 7116' thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a cavity(16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). maximum of 13 314' o.c. Allow 318" from panel edges. Steps s a 6 This is to prevent pattern repetition. Repeat step 3 1/6" min. gap for caulk trim first panel 8 1/4- 1 y,•• to hit center of HardiePlank" starter furthest stud lap siding strip 5) Start the third course, by removing the equivalent of hvo full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third , course L_____ II Note: For aesthetic purposes you may trim - -- second 6" 6 the bottom of the panel to create a straight course j edge. If doing so, ensure all cuts ends are course property sealed and painted (fig 14) -- - Figure 16 114" gap. Do not caulk. band board ' HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15) 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUC AONS ABOVE S1eos 1 .4 Figure 16 Sieos536 Trim 1/8' min 16" or 24"- 1 water -resistive 1/8' min. gap for ° c barrier gap for Ak 1 — r dk 15-1ra panel, J_ second trim first panel ei 1 1 %' course to hit center of HardiePlank starter furthest stud lap siding strip position nails on nail line and secure into framing Only when application is to minimum 7116" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4- o.c Allow 318' from panel edges HARDIESHINGLE" STRAIGHT EDGE PANEL COVERAGE Panels for sidevrall applications are available in 43" lengths. Pieces needed for one square (100sq ft.) of product coverage = approximately 43, based on maximum 7" exposure. HS11121 P3/5 6/13 HARDIESHINGLE"INDIVIDUAL SHINGLE INSTALLATION o, HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and diiwily to minimum 7/16" thick Figure 18 Trim 1/8' min — I6" or 24" water -resistive sheathing. gap for I ° c barrier Fastener Requirements —-- caulk I 0.091" x 0.221" HO x 1 1/2" or 0.121" x 0.371" HO x 1 1/4" long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle's Individual Shingle Installation Due to overlapping of the joints. caulk is not required except where panels --t---- about trim boards Space shingles a maximum 114" apail and leave a I minimum lap of 1 1/2" between successive courses (fig. 19). 15. 1/4- 1) Install 1 1/4" starter strip and a 8 1/4" vdde HardiePlank•' shingle siding starter course. 2) Install lit st shingle from the and abut-ng trim. Install widest part of shingle placed downwards. (fig. 18). 3) Segura shingle, leaving a 1 /B" gap for caulk at trim and continue the course along the wall. 4) Stan the second course. leaving a minimum lap of 1 112" between successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue tip the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLEe INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. It.) of product coverage, Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 HARDIESHINGLE9HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle' Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle,) panels with joints butted in moderate contact. Due to sheathing I 1 I postion nails on nail line a 8'/." I Y" minimum 3/8' from edge HardiePlank' starter lap siding strip Figure 19 15-t/a" shingle --' 1 7" max exposure 4--- AInstall with the widest part of the shingle placed downwards Figure 20 trim board overlapping of the joints. caulk is not required except where panels abud Ile gap for trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. caulk 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlankr lap siding starter course. 2) Place first panel so that panel end centers over said. Trim panel as 15 114" needed. Butt the cut and into trim as shown (figs 20). When installing shingles over a band 'beard or any horizontal surface, leave 114" gap between bottom of siding and flashing. 3) Secure panel. leaving 1/8" gap for caulk at trim and continue the course along the wall. J) Start the second course, by removing the equivalent of one full stud cavity 16" or 24" 0Q, again abutting the cut end into the trim (fig 20). This is to _ prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities a figs 15 R 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. position nails into framing througn previous courses. t Only when application is to minimum 7/16' thick APA rated sheathing, position nails soaced a maxunum 13 3/4' O.C. HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow318'from paneledges Panels lot sidewall applications are available in 48" lengths. Pieces needed for one square (i 00 sq. 0.) of product coverage=43 pieces wilh 7" exposure. water -resistive barrier' space Shingles max 1/4' apan cave a min, lap f 1.112' between lints in succesive ourse 1 1/4' starter strip 8-114" HardiePlank' lap siding HS11121 P4/5 6/13 CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner. flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1") thick trim WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where vrindows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw oil the spacing above the break. GENERAL FASTENING REQUIREMENTS Figure: A -0. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (rig. A) Do not over -drive nail heads or drive nails at an angle. It nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. DO NUT use stain, ovalkyd base paint, or powder coating on ,fames naroie, rrooucls. James Hardie' products must be painted within 180 days for primed product and 90 countersunk, days for unprimed. In addition non ColorPlus' product versions of HardieShingle' Siding fill & add nail require a field applied prime coat. 100% acrylic primers and topcoats are snug flush DO NOT DO NOT recommended. Do not paint when wet. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE 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 ColorPlu? Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle` siding with CoforPlus 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' product 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 HARDIE'4 SIDING AND TRIM PRODUCTS WITH COLORPLUSS 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 Hardiea 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 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A Ilush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). 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 ASTNI 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 manufactuers DO NOT allow tooling. PRIMING & PAINTING RECOGNRIOR In arxxxdanceim'AIMES E:atuaton Report ESR-229D. HardieShagle tap siding is recognized as a suitable allemalle to that specified in: die 2006,2009.82012 Intanatlonal Restio tail Code for Orhe- and Tv* -Family Dwe6rhgs, and the 2005. 2009. 9 20121niemataial Building We.. Hard'E$t ngle lap !ding is also recognized for application in the IoCo:ring: Gy of Los Mgeles Research Report No. 24862. State of Florida Wig FLrt889. Dade Carry. Ftrida NOA No 02.0729 02. U S. Dept. of HUD Materials Release 1263c. Texas Oepanmenl of Insurance Product Eva1ramlon EC-23. Cm of Neer York NIFi1 223. 93.hi, and California DSA PA-019 These documents slhohtd also he camil•,ed for additional informaoon concem:np the suitaNliy of this product for spmfe apprcations m 2013 James Hardie Building Products, Inc Aa rights reserved. Please visit www.jameshardie.com for Additional TM. Ski, and ® denote trademarks or registered trademarks of Product Information and Availability. ,JamesHardie James Hardie Tecnnology limited. 0Is a registered Installation Information, Warnings, and Warranties trademark of James Hardie Technology Limited. HSI11212515 5113 15I2017 Florida Building Code Online ' t i 1 }.. w +,..! • IiNYiYii BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 5 Facts Publications FBC Staff BCIS S-tC Map Links Search Vr jProductApprovald I USER: Public User Product Aoarov3l Menu > Prndi,m qr application S•2.•rcn > AODbratior. I_isl > Application Detail FL # FL12194-R3 AIR Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRi Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FLIZ194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code hltpsJ/www.SoridabOld rig.orgfprlpr appdtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GE0a/o2f1CXzYpyxA%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL P Model, Number or Name Description 12194.1 : Alumunum Coils Aluminum Soffit Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions FL12194 R3 if ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports 1 17J94 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 sorfits.pdf Created by Independent Third Party: Yes 3.wh yr.D Contact USUs : • 260, Blair Stone Road, Tallahassee FL 32399 Phone- IIS0-ae7.iwil the State of Florida is an WEED employer. Copynaht 2007.2013 State of Florida.:: Privacy Statement :: arrrssbi!ity 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 electronicmailtothisentity. Instead, contact the office by plane or by traditional mail. If you have any questions. please contact aSO.4e7.1395. ePursuanl to Section45S.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 haveone. 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 adds, F.S., ss which can be dhart . ad able to the public To determine If you are a licensee under Chapter ple Product Approval Accepts: L9 , cam. M Credit Card Safe htlpsJ/ www.0oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%31CXzYpyxA*lo3d%3d zn J TRINITY. ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A33360.02.09-R2 FL12194-R2 Date of Issuance: 02/26/2009 Revision 2: 06/23/2015 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. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. 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 "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a 16-page Appendix. Prepared by: ssss/st!nrnq rso_so+e-• a-„Te OP ;•rj The lacserr6e seal appearing was autho.Red by Robert Nieminen, Robert J.M. Nieminen, P.E. rs ':: ;? =: • P.E. on %123/2015. This does not serve atom electronically signed FS` •...... •: document. Signed. sealed herdcopks h+ve been transmitted to the Florida Registration No. 59166, Florida DCA ANE1983 Product Approval Administrator and to the named Client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY ERA PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code 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 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: ialb Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST3577) Wind Resistance CTLA 2847W 05/01/2008 CTL (TST3577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX•002-02-01 12/07/2012 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2D20 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections. The reported net free ventilation areas are 22.3 inz/ft for the 16-inch 'full vent' configuration, 11.1 inz/ft for the 16-inch 'center vent' configuration, 12.5 inz/ft for the 12-inch 'full vent' configuration or 4.2 inz/ft for the 12-inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in anyway, 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 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10, 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GC,; = ± 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (Kr, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 611320-3. Exterior Research and Design, I.I.C. Evaluation Report A13360.02.09-RZ Certi/icorr o/Auchorirotion u9503 FL32194-RZ Revision 2: 06/Z3/ZO1S Page 2 of 3 r , J TRINITY;ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. B. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09•R2 Certificate ofAuthorrration 09503 FL12194-R2 Revision Z:06/23/2015 Page 3 of 3 18' BLANK 3/8Mona 740" cO .238" F' CHANNEL (3/8.1 ALUMINUM 0.0165" nominal thickness Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization N9SO3 Robert Nieminen, PE-59166 25 TYP. 0.125 TYP. I TRINITY I ERD 2.625 REP. 50 TYP. 0 00000 00000 ooa000 000ao aa0000 00000 MO cxiera Win pfi (i i C['. rl LOUVERS PORNEO W SMeE OIREGnO aS Pon5) Evaluation Report A13360.02.09-R2for FLl2194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 J TRINITY ERD j2' r U VEM Exterior Research and Design, I.I.C. d/b/a Trinrtyl ERO Certificate of Authorization 49503 Robert Nieminen, PE•59166 16- Flu - NE 16- criant %IN[ 16' wha-pm Evaluation Report A33360.02.09•R2 for FL12194•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 v TRINITY I ERD I APPENDIX 2: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Table System No. Max. Span inch) Wall Side Eave Side MDP (psf) Page A-1 I & 2 12 F-Channel (nailed to wood or block) Fascia Cap 40.0 / -40.0 2.3 A•2 3 12 F-Channel (stapled to wood) Fascia Cap 48.0 / -64.2 4.5 A-3 4 12 Channel (stapled to wood and screwed to soffit) Fasica Cap 48.0 / -64.2 6.7 8-1 5 16 F-Channel (nailed to wood) Fascia Cap 25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap 33.3 / -33.3 9.10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap 27.0 / -36.1 11.12 B-4 8 16 Channel (stapled to wood) Fascia Cap 23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AH). 2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with F8C 2710.9.4. 4. Tables are limited to enclosed buildings (GC,1 = + 0.18), no load combinations (K. =1) and site conditions and location of the structure that do not meet all conditions specified In Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. S. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 1D% of the least horizontal plan -view dimension or 40% of the mean roof height. whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7.10, O 7. For existing substrates, the AM) may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. B. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A13360.02.09-R2 for FLIZ194-RZ Certificate of Authorization R9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 TRINITY ERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psi) One (1) min. One (1) min. IX -inch 3/8-inch head One (1) min, long x0.072-inch 1. 12 Wood diameter nail, 24" o.c. wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 min. 1.25-Inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min. One (1) min. lf:•inch Concrete 0.097-inch One (1) min. long x 0.072-inch 2. 12 or CMU diameter T-nail 24" O.C.wood 3/8 x 3/8-inch 16" o c. diameter x min. 36" o.c. 40.0 block or stub -nail, crown staple 3/16-inch head min. 5/8-Inch diameter trim nail embedment din. 3!3" haa•3 dia. nail. :+ich min. "i" 9ngagement(:or wood Rubstrace) or min. 0.097" dia. T-nail cr stub rail with min. 5/9" en9a99ment(ior concrete or block auhscrate), spaced as ncted abovs. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. 1—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A33360.02.09-R2 for FL22194-RZ Certificate of Authorization #9503 Revision 2:06/23/2025 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 J TRINITY' ERD Table A-1a: System No.1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 O<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 30<hc40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO 5o<h<6o 4 OK OK OK OK OK NO NO 5 OK OK OK NO NO NO NO Table A -lb: System No. 2 & 2 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0<h<35 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A -lc: System No.1 & 2 - Exposure D Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 O<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40<h<5o 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report A13360.02.D9-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2. Page 3 of 14 TABLE A-2: 1Z-inch Span, F-Channel (stapled to wood) & F Wall Side F-Channel Max. System Span Max. No. inch) SpacingSubstrateF(3) 3. 12 Wood 24"o.c. in a diamond pattern 3/4" x 1/4' \ CROW STAPLES USING A DIAMOND PATTERN I vi TRINITY ,ERD Cap Eave Side Soffit Fascia Cap Max. Max. MDP Substrate Fastener Spacing Fastener Spacing psf) One (1) min. 1K- One (1) min. Y. x inch long x 0.072• 48.0 Wood %-inch crown 8" o.c. Inch diameter x 48" O.C. 64.2 staple min. %-inch head diameter trim nail OPEN RAFTER FACIA BOARD J FASCIA CAP 3/4' x 1/4' CROWN STAPLE 'B' ON CENTER 1 -3/4' TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. HUNG FLANGE UP OR DOWN SOFFIT -Max- 13-inch span SUBSWOODTRATE SOFFIMTAP F I ; DIAMOND EiAll PATTERN ir i FACIA BOARD 1- 3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/ 4' x 1 /4 CROWN STAPLE SOFFIT SOFFIT & FASCIA D AI Table A-2a: System No. 3 - Exposure B Basic Wind Speed mph) Eave Height(ft) Pressure Zone 210 1Zo 130 240 IS0 160 170 180 190 Zoo 4 OK OK OK OK OK OK OK OK OK OK 0< h<30 5 OK OK OK OK OK OK OK Ox OK NO 4 OK OK OK OK OK OK OK OK OK OK 30< hc40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK 40< h<50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50< h160 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design. I.I.C. d/b/a Trinity ERD Certificate of Authorization 09503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FU2194-R2 Revision 2: 06/23/2025 Appendix Z, Page 4 of 14 TRINITY ERD Table A-2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 O<h<15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 25<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK I OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<hc40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO N 50 < h < 60 4 OK OK OK OK OK. OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A-2c: System No. 3 - Exposure D Eave Height (it) Pressure Zone Basic Wind Speed (mph) 120 120 130 140 250 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 c h c 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09-RZ for FL32194-R2 Certificate of Authorization 09503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, page 5 of 14 1 •-• r TRINITY; ERD TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to 1-Channel Soffit Fascia Cap Max. Max. Max. Max. Max. System Span Sub- Sub- MOP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. lY.- Three (3) min. H8 x One ( inch long x min. Y. x K- inchY.-inchmin. V. xY. 0.072-inch 48 0 4. 12 Wood inch Crown 24" o.c. long x 16' o.c. Wood Y.-inch 8" o.c. diameter x min. 48" o.c. staples in a 3/8-inch crown Y.-inch head 64.2 diamond head staple diameter trim pattern diameter nail screw x 1/4- CROWN STAPLE -24- CENTER USING A DIAMOND PATTERN screwed to soffit with one(,) 43 x 112' x 3/5' head diameter screw. 16• o.c. WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL] PUNTED S.S. 4a' O.C. SOFT'IT-max. 12-inch span Wn ` SOFFIT STAPLE 3 ' DIAMOND PATTERN t1 DETAIL FACtA BOARD v rfrvtrwi srA.tss i FASCIA CAP _-- 3/4- x 1/4- CROWN 1-]/4' TRIM NAIL FACIA BOARD STAPLE '6' ON CENTER PAINTED S.S. FASCIA CAP 3/4' x 1/4' I CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A-3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 130 120 130 140 150 160 170 180RNO Z00 0<h<30 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO 40<h<50 4 OK OK Ox OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09-RZ for FL12194-R2 Certificate of Authorization 89503 Revision Z: 06/23/2015 Prepared by: Robert Nieminen, PE-59266 Appendix 2, Page 6 of 14 JI TRINITY ' ERD Table A-3b: System No. 4 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 270 280 190 0<h<15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 25<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK I OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 220 120 130 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK I OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trimty[ERD Evaluation Report A13360.02.09-R2 for FL12194•112 Certificate of Authorization x9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 4 i TRINITY I ERA TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side Eave Side F•Channel Soffit Fascia Cap Max. Max. Max. MDP System No. Span inch) SubstrateF(I)min. Max. Spacing Substrate Fastener Spacing Fastener Spacing Ipsf) One (1) min. 2Y.- Inch long x 0.072- One (1) min. 3/8 inch diameter x36" o.c. 25.6 5. 16 Wood damee, 24" O.C. Wood x 3/8-inch crown 16" o.c. min. 3/16-inch min. 1.25•inch staple head diameter embedment trim nail ciEn. )/a' hood j7a. na.1 w::S mn. ar:gagrnon: t:r :v^..A ouoo ::gar or m;o. p P?;- din. T•nail or i:ub na:l r::h o:n. 5/0- any^gemer.:lior con::aca m• blxi rwc^d ahc a. FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL tuw). Con.•, STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"-/ LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA D AIL Table B-Ia: System No. 5 Eave Height (ft) Exposure B Pressure Zone Basic Wind Speed (mph) 110 120 230 4 OK OK OK 0<h<30 5 4 OK OK OK OK NO OK 30 < h < 40 5 4 OK OK NO OK NO NO 00 < h < 50 5 4 5 OK OK OK NO OK NO NO NO NO50<hc60 Evaluation Report A13360.02.09•112 For FLIZ294•RZ Exterior Research and Design, LLC. d/b/a Trinity IERD Revision 2: 06/23/2015 Certificate of Authorization a9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE•59166 TRINITY: ERD TABLE B-2: 26-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap System Max. Span MDP sfP ) Max. Fastener Max. Spacing Fastener Max. Spacing No. inch) Substrate Fastener Spacing Substrate One (1) min. One (1) min. 2K- 0.097-inch One min. inch long x 0.072- 16 Concrete or CMU diameter T-nail 24" o.c. Wood x 3/8-i-i nch croww n 16" o.c. inch diameter x min. ch 36" o.c. 33.3 6. block or stub -nail, staple head diameter min. 5/8-inch embedment trim nail Min. 3/8" head dta. nail with min. l;f" en3agemsntl.` or wox] 3U'cucria]) or min. 0.997" dia. T-nail or stub noil with min. 5/8" anaagamanc(_c•r concrete or block subscr3ce), sFac'-d as roctd a bore . FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL oiocd. _ nc or 6louk W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L— PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization 09503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE-59166 Q TRINITY ! ERD Table B-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 220 120 130 240 250 0 < h c 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 c h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40<h<50 4 OK OK OK OK NO 5 OK OK NO NO NO 50 < h c 60 4 OK OK OK OK NO 5 OK OK NO NO NO Table B-Zb: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0 c h < 15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 q OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40,c h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table B-2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 q OK OK 5 OK NO0<h<25 4 OK OK 5 OK NO15ch<20 q OK OK 5 NO NO20 < h c 30 4 OK NO 5 NO NO30 < h < 40 q OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50<h<60 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.D9-RZ for FL12194•RZ Revision 2: 06/23/2015 Certificate of Authorization a9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE-59166 J TRINITY, ERD TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MDP Max. Max. Max. System No. Span inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Psi) Three (3) min. One (1) min. 1 Y.- Y. x 9-Inch One (1) min. Y. x Inch long x 0.072-.27.0r48'o.C. 7. 16 Wood crown staples 24' O.C. Wood K-inch crown 8" D.C. inch diameter x 361 in a diamond staple min. Y.-inch head diameter trim nail pattern rrr I ``, SOFFIT STAPLE T/4 OPEN RAFTER J L-,-,,KTvcV@1 I DIAMOND PATTERN DAIrMwm3/4 x sTAPtESUSINGADIAMOND PATTERN FACIA BOARD r rr FASCIA CAP 3/4- x 1/4- CROWN STAPLE 'a' ON CENTER 1jS.S. P1-3/4' FACIA BOARD CHANNEL CAN BE TRIM NAILL'F' PAINTED S.S. 4a-FASCIA GIP INSTALLED WITH THE O.C. 3/4- x T/4- NMUNG FIANCE UP OR CROWN STAPLE DOWN SOFFR-max. 15-inch ooanso SSUBSTRATE SOFFIT & FASCIA D AI Table B-3a: System No. 7 - Exposure B Eave Height (fI) Pressure Zone Basic Wind Speed (mph) 220 120 130 140 ISO 260 0 < h c 30 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 50<h<60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization N9503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE-59166 l Ll TRINITY ,ERD Table Bab: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 120 120 130 240 0<h<15 4 OK OK OK OK 5 OK OK OK NO LS < h < 20 4 OK OK OK OK 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK OK NO NO 30 < h < 40 4 OK OK OK NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Table B-3c: System No. 7 - Exposure D Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 O<h<35 4 OK OK OK 5 OK OK NO 15<hc20 4 OK OK OK 5 OK NO NO 20<h<30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40<h<50 4 OK OK NO 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization a9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A33360.02.09-R2 for FL32194-R2 Revision 2: 06/23/2015 Appendix 2, Page 12 of 14 TABLE B-4- 16-inch Span, J-Channel (stapled to wood) & Fascia Cap Wall Side 1-Channel Max. System Span Max. No. (inch) Substrate Fastener Spacing Substrate Three (3) min. Y. x Y.-inch 8. 16 Wood crown staples 24" o.c. Wood in a diamond pattern OPEN RAFTER 3/4" X 1/4" CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN 1_ VNEL 1-3/4- TRIM NNLJ PAINTED S.S. 48' O.C. SAFTR—max. 16-Inch spar. WOOD OR BLOCK SUBSTRATE Table 843' System No. 8 - Exposure B Eave Height Ift) Pressure Zone 4 O<hc30 5 4 30<h<40 5 4 40ch<50 5 4 50<h<60 5 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Eave Side Soffit Fascia Cap MOPMax. Fastener Fastener Spacing psf) One (2) min. lY.- One (1) min. Y. x inch long x 0.072- 23.5 Y.-inch crown 8" o.c. Inch diameter x 48" o.c. 31.4 staple min. K-inch head diameter trim nail SOFFIT STAPL DIAMOND PATTERN DETAIL FACIA BOARD arir MM>•r FASCIA CAP 3/4- X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL STAPLE 08' ON CENTER PAINTED S.S. FASCIA CAP 3/4- x 1/4- CROWN STAPLE SOFFIT J SOFFIT & FASCIA D AI Basic Wind Speed (mph) 110 320 g!K D 140 IS0 OK OK K OK OK OK OK K NO NO OK OK OK NO OK OK OK NO NO OK OK OK OK NO OK OK NO NO NO OK OK OK NO NO OK OK NO NO NO Evaluation Report A13360.02.09.RZ for FL12194-R2 Revision 2: 06/23/2015 Appendix 2. Page 13 of 14 Table B4b: System No. E Eave Height (ft) 0ch<15 15<h<20 20<h<30 30<h<40 40<hc50 50<h<60 Table B.4c: System No. Eave Height (ft) 0<h<15 25<h<20 20<h<30 30<h<40 40<h<50 50<h<60 TRINITY 1 ERD i - Exposure C Pressure Zone Basic Wind Speed (mph) 110 120 130 4 OK OK OK 5 OK OK NO 4 OK OK OK 5 OK NO NO 4 OK OK NO 5 OK NO NO 4 OK OK NO 5 OK NO NO q OK OK NO 5 NO NO NO 4 OK NO NO 5 NO NO NO 8 - Exposure D Basic Wind Speed (mph) Pressure Zone 220 120 4 OK OK OK NO 5 q OK OK NO NO 5 q OK NO NO NO 5 q OK NO NO NO 5 q OK NO NO NO 5 NO q OK 5 NO NO Evaluation Report A33360.02.09-R2 for F112194-112 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization p9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A33360.02.09-R2 for F112194-112 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization p9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE-59166 r t 2/15/2017 Florida Building Code Online r r wsE - 1 1 + t 1 r t n - aCIS Nome Log In User Registration Not Topics Submit Surcharge Slats & Facts Publications FBC Staff SCIS Site Map Links Search b a Product Approval r.+ USER: Public User a, Prro0tict A:)oroval Mertz > P. Wo.r., or aoohcation Search > noolicouon Los', > Application Detail FL.9 FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@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 LIL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 20L6 01 COI Nieminen.udf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 hltps:/Mrww.noridebuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 112 2/15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL A ; Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL10124 R19 lI 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.Ddf Created by Independent Third Party: Yes Ja:k ^I^..a' Contact Us :: Z601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.457-1824 The State of Florida is an AA/EEO employer. Copvneht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address releaseo In response to a public -records request, do riot 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.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you 00 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=. Product Approval Accepts: Credit Card Safe httpsJ/www.floridabuilding.orgfpr/pr app del.aspx?param=wGEVXOwtDquracBeVCbdMONZD6Zesy3BpT6YGGOoRawlpb5sSbzrBO%3d%3d 2/2 TRINITY iERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization X9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE:1203) 262.9245 FAX; (203)262.9243 Evaluation Report 01506.01.08-1117 FL101Z4-R15 Date of Issuance: 01/03/2008 Revision 17: 03/32/2015 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 5'h Edition (2014) 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. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 S. Prepared by: ZZI Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE2983 a„ugrn,% aj:ls_S71bS r+: a r•+ 1C9..:.aq.:•'•+ The laumde mat appaad,il aullimited by Ube it Klemm". 1"*' J nanotra P.F.M(013TrtM ThrW bdoesrtamaaan erep,onkAN 119ned dominant. Sryned Pealed hardrapo hove been trantmdted to the aredva app, m%lAdminlnwtm and lotbe named diem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. 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. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financlal interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. t TRINIIYERD ROOFING SYSTEMS EVALUATION: 2. 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 Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, 3905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1. R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity GAF (PDM 1915) PRI(TST 5878) PRI ITST 5878) PRI(TST 5878) UL ITST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 174D) UL (TST 174D) UL (TST 174D) UL(TST 1740) VL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL {TST 2740) UL (TST 174D) UL (TST 1740) UL (TST 1740) VL (TST 1740) VL (TST 2740) UL (TST 2740) UL ITST 3740) UL (TST 2740) UL (TST 1740) UL (TST 1740) UL (TST 2740) ULITST 1740) UL ( TST 2740) ULITST 2740) UL ITST 2740) UL ( TST 1740) UL ( TST 2740) UL( TST 1740) ULITST 1740) UL (TST 2740) UL(TST 1740) Exterior Research and Design, I.I.C. Cerrt/kore cl Authorlrotion N9503 Examination Letter of Equivalency ASTM D3462 ASTM D3462 Wind Driven Rain ASTM 03452 ASTM D3462 TAS 107 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161, TAS 107 ASTM D3262 ASTM D3462 ASTM D3462 ASTM 03161 ASTM 03162 ASTM 03462 ASTM D3161 ASTM 03462 ASTM 03161 ASTM D3161, D3462 ASTM 03161, D3462 ASTM 03261, D3462 ASTM D3462 ASTM D3161, D3462 ASTM D3161 ASTM D3161 ASTM D3162 ASTM D3161, D3162 ASTM D3161, D7158, D3462 ASTM D3151, 03462 A57M D3161, D3462 ASTM 03161, 03462 ASTM 03161. D715a, D3462 ASTM 03167. D7158, 03462 ASTM D3161. D71SS, 03462 ASTM 03261, D7158, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7:S8, D3462 ASTM 03161, 07158, D3462 Reference Seal - A - Ridge ImFact Resistant IR GAF-059. 02-01 GAF-08002. 01 GAF-407. 02-01 93NK6295 99NK43835 94NK9632 OINKD6632 O2NK9226 02NK37122 0INK37122 02NK12980 02NK30871 03CA5367 03NK26444 04NK: 3850 04NK23950 04NK30546 04NK22009 04NK220C9 OSNK27924 OSNK27924 O6CA15077 06CA18074 06CA35252 06CA31603 06CA41095 07NK05228 06CA31621 06CA61148 07CA31742 O8CAC6100 07CA55908 09CA2059Z 09CA06856 09NX06647 09CA27281 1OCA35S54 IOCA13686 JOCA07264 JOCA12953 IONK11951 IONK12070 08CA06100 Date O211312022 09/ 02/ 2004 05/25/ 2005 02/21/ 2013 12/29/ 1993 O1/12/ 2000 03/29/ 2000 02/02/ 20C1 OS/21120C1 12/28/ 20C1 12/19/ 2001 04/10/ 2002 09/09/ 2002 03/1_/ 2003 10/17/ 2003 C6/0712004 C6/23/ 2004 03/10/ 2005 05/06/ 2305 O5/09/ 2005 02/10/ 2006 02/11/ 2006 O6105/2006 C6/1612006 10/:8/ 2006 12/Ol/ 2C06 12/27/ 2006 031:3/ 2007 04/04/ 2007 04/09/ 2007 11/08/ 2007 03/13/ 2003 04/01/ 2008 03/26/ 209 OS/15/ 2C09 08/O1/ 209 08/27/ 2009 03/05/ 2010 O5/15/ 2010 05/27/ 2010 30/29/ 2010 10/30/ 20-.0 11/04/ 20.0 O2/30/ 2010 Evaluation Report 01506.01.08-R17 FLID124-RIS Revision 17: 03/31/2015 Page 2 of 5 J, i TRINITY IERD En it Examination Reference Date UL (TST 1740) ASTM D3161, D7158, D3462 1CCAS3934 03/3:/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,D7158,03462 11CA480108 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 IZCA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 32CA58151 02/15/2013 UL, LLC. (TST 9628) ASTV103161 12CA38083 02/26/2013 Ut,tLC.(TST 9628) ASTVI03161 13CA32332 06/18/2013 UL. LLC. (TST 96281, ASTM 03161 13CA37934 08/02/2013 Ut, LLC. (QUA 9525) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 9625) Quality Control inspection Report, R21, Myers own, PA 0Z/C6/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa. AL 02120/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21. Michigan Cty, IN 02/19/201S Ut, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 07./16/2015 UL, LLC. IQUA 962S) Quality Control Inspection Repon, RZl, Mt. Vernon, IN 02/10/2013 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 0Z/11/201S Ul, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, RZl, Ennis, TX 03/07/201S UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shinides 4. 2.1 Marquis* WeatherMax*, Royal Sovereigns and Sentinel* are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot*, Camelot* 11, Country Mansion* 11, Grand Canyon*, Grand Sequoias, Grand Sequoia* IR, Monaco*, Sienna*, Timberline American Harvest-*, Timberline* ArmorShield'" II, Timberllne* Natural Shadow*, Timberline HD*, Timberline* Cool Series, Timberline Ultra HD* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.2.3 Slateline* Is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 HID & Ridite Shingles: 4.2.2 Seal -A - Ridge* Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles and Timbertex° Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4. 3.2 Pro -Start* Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Wind Classification: 5. 4.2 The GAF asphalt shingles noted in Section 4.2 are Classified In accordance with FBC Tables 3S07.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/ or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V.,, = 150 mph (V,a = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.42 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.2 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vii4 = 150 mph Vva a 294 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 01S06.01.08•R17 Certificate o/Authorization 09503 FL10124- RIS Revision 17: 03/ 31/2015 Page 3 of 5 I' t` TRINITY l ERD 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20.3. 6. INSTALLATION: 6.2 Underlayment: 6.2.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with F8C Sections 1507.2 or R905.2, with the following exceptions: D Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-Inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite Pl. S30 Roof & Flashing Sealant". 115' //(Saalant I• (Mimi) 1' / Soltante 25 MT) (25nan)/ Entluit (f6Lmcheite I80f 04 mm 12 305 mm) 12• 305 mm) Exterior Research and Design,LLC. Evaluation Report 01506.01.08•R17 Certipcote oJAuthorliorion #9503 FL30120-R1S Revision 17:03/31/2025 Page 4 of 5 TRINITYiERD 1 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPl Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. its, 5v410Iu t• 1 e-2 rn.Y,• S^ Sr:linnlo 25nnn) %25m1m. Cnduitd'utcr•ehetd nan 17, 105 arrn) C;7uer a mr, tY 13cc; Irne 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 2507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.2 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 1507.2.7.2 / R905.2.6.1. B. 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 CIA entity for information or. 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 . Exterlor Research and Design, LLC. Cerd/hate of Authorization 19503 Evaluation Report 01506.01.08-R37 FU0124-R15 Revision 17:03/31/201S Page 5 of 5 r 2/1512017 Florida Building Code Online 71 uC hoileiii0nif,Regulation Ira SCIS Home Log In User Registration Hot Topks Submit Surcharge Stats 6 Facts Publications F5C Staff SCIS Site Map Links Search Florida ra Product Approval USER: Public User D•OCUG ADDM'/]I t• enu > Prn0i.ct er Aool,catinn S+.aran > Application i Est > Application Detail Wam FL A FL15216-R2 r• Application Type Revision Code Version 2014 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 Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John 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 FL15216 R2 COI 2015 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 hops://www.0oridabuildingorgfpr/pr epp dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3da/o3d 1/2 2/15/2017 Florida Building Code Online 1507.9.5 T1507.8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # I Model, Number or Name : Description i 115216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use Installation Instructions FL15216 R2 II 2015 04 FINAL ER INTERWRAP RMINOROOF F1.15216- I 2 - Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FLt5216- , Created by Independent Third Party: Yes Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850.487-1824 The State of Florida is on WEED employer, Coovrioht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 $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 emalls 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 dick here . Product Approval Accepts: 0 iliac E Credit Card Safe hltpsJ/www.fioridabtnlding.orgfpr/pr app dtl.aspx?param=wGEVXQwlDgv3yWKJZ1QRAdhy12u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d TRINITY ERA EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2025 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 5" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 re.sa•es• .'s The facsbnik teal appearing was authorirod by Robert Niemmen. r•,`', P.E.on04/27/2015. this does not tape as in elecoonkalN Wined dowmant. fined, waled hardcop4s haw been bansmrtted to the Product Approval Admnisuator and to the named Went CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. 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. 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 TrinitylERD 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. TRINITY ERD 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 intent of following sections of the 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 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTIVI D226 2006 1507,83. 1507.9.3, 1507.9.5 on Heating 1507.2.3,1507.5.3, 1507.8.3. Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: imb Examination Reference Date ITS(TS72509) Physical Properties 200539395COQ-006 10/27/2021 ITS(TST1509) Physical Properties 100539395COQ-002 20/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2024 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. Rhinoltoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles 8, Shingles Simulated Slate RhinoRoofU20 Yes NO NO Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140530.02.1Z-R2 Cerri/kate of Authorization #9503 FL1S216-RI Revision 2: 04/27/2015 Page Z of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 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 Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: 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 a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -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: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization N9503 FLISZ16-RZ Revision 2: 04/Z7/201S Page 3 of 3 2/15/2017 Florida Building Code Online Olt A s.•.a...•' t:.j 'aii• ..._. F•Lr. ^.L+._u'-yla.: :• —_ diiilYWi 7frc+i/i87Y.+Wi'YifdliMN acls Home Log In User Registration Hot Topers Submit Surcharge Slats 6 Facts publications FBC Stiff aCis site Map Links Search ba Product Approval USER: Public U%er P9Mpt_ ADDrhY]i Menu > P'ndup it nol;br,•hon S+arch > r.tmllydGon ! rt > Application Detail 1 FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 3SB-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 09/22/2026 Validated By Steven M. Vrich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI CertOflndeo.Ddf 1709.2 htlps://www.11oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXCIwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPbBldbgiEG9GRM%2(Llw%3d%3d 2/15(2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/OZ/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL # , Model, Number or Name Description 16568.1 1 "MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached I to Plywood Deck. 4% 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use In HVHZ: No FL16568 RL If 01 MMI-2 OffRidaeVent-AS7ME330- Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 01 hIMI.2 OffRidaeVsnt-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI-25 Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 RI Il 02 MMI-2B OffRidoeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 02 Mhli-ZB OffRidaeVent•TAS 100 EV4LREPORT.odf Created by Independent Third Party: Yes 11:0 .rax• Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: $50.487.1826 The State of Florida is on AA/EEO employer. Codynaht 2007.2013 State of Flonda.:: Privacy Statement :: ACteS9bibty 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 of they have one. The emails provided may be used for official communication with the licensee. Moviever 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 ass, F.S., please click here . Product Approval Accepts: w' t_ dr«: Credit Card Safe hitps:IANww.floridabuildirlg.org(prlpr app oll.aspxTparam=wGEVXOwtDgvgqu2w%2bnFgUF114vGKu5UrT5vMEPbBldbgiEG9GRM%2ftm%3d%3d 212 CBUCK Engineering SpF J- c5IN Struct urdl Er'1Qlnet-ring CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 5n W. IbairMk {.II'M IIwP.M1I iVMH1I 111111111,/' CENSF''.. F,p No 31242 C UJ 0 ` STATE OF Cis •'•. pl OR10P..•.•;. r S70 N Al 1111111+` olrluu. sltnm o. /,mea. 8"t.v P e CBUCK, Inc. 2015,03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 2 foMM2• StORv-ER_1a Sppclalty Structural Engincmerinq Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/ System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/ 32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASO) with a margin of safety of2to1. CSUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104•MM2-StORV-ER_14 Page 3 of 7 Sppcldlty Structural Englneerinq DUCK, Inc. Certificate of Authorization a8064 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 Wolls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. 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'. Ootion 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 panel products 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 q: QUA 1824). CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15.104-MM2-St0RV-ER_14 Page 4 of 7 SpeclaIN Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5tORV-ER_14 Page 5 of 7 SpeNCla t j Struc Ural Englrv=wl q CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data: Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering FL It: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15.104-MM2-StORV-ER_14 Page 6 of 7 Speac c5 tj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1 /2 in. 1 1 5-1/2" Profile Drawinl;s 18-1/4" 1Z., Side View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge vent Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 91 Higher Slope Back) FL #: FL 16568.1 Rl Date: 2 / 26 / 15 ng Page No.: 7 ofMM2-StORV•ER_14 CBUCKEngineeriSpE+ cIcgIN Structual EnglnEk=ring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 1 112" o.c. I 41 1/2" 4" O.C. II 4" o. c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6 R. 8 Ft. 10A 10 Ft. 24" • r I%?.. y Typical Ridge Vent Assembly Isometric View ( Not To Scole) Base Flange Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws r 1 2/1512017 Florida Building Code Online i:](F r'r ats.'• ,,• W .,. ( p 3. • ., •,t t a -- .:• - yr 4' ` '7q i'f`?'i'r .: ,h w,f Ef .9' i ' ; ••. , - J +t`v. a' tv? + 1 6__ f. ,'( s • Fes`- ]• { 67 SCIS Home Log In user Registration Mot Topics Submit Surcharge Slats & Facts Publ.wttons FBC Staff SCIS Site Map Links Search b a PY ProductApproval 1 USER: Public user P-o luc-Nourlwal Menu > ^md.Yt or Aombrarioo Sean:h > ApoGruuon t st > Application Detail FL R FL2197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence MiTek Industries, Inc. 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii.com David Wert david.c.wert@mii.com David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com David Wert 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mil.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC Quality Auditing -institute Ltd. 12/31/2017 ICC Evaluation Service, LLC. FL2197 R5 COI Certificate of Independence for Evaluation.odf Referenced Standard and Year (of Standard) Standard ANSI/TPI 1 Equivalence of Product Standards Certified By Year 2007 Sections from the Code hops Nwww.Boridablrilding org/prfpr_app dll.aspx?param=wGEVXOwlDgvrTEx%2bbklH%2bN%2b%2tMPE5kg9cYXWMe624rEo°kid 1/3 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL * Model, Number or Name 2197.1 M 18SHS Method I Option C 06/11/2015 06/30/2015 07/05/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 RS II InstallationESR-1988 Aoril2011.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1988.odf 2197.2 Mill 16 16 ga. truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code 2197.3 ' MTISHS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 1 Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code J Installation Instructions I FL2197 R5 11 Instal lationESR-1311 Nov2011.Odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports 1 FL2197 R5 AE ESR-1311.odf i 18 ga. high strength truss connector plate Installation Instructions FL2197 R5 II InstallationESR-1988 ADril2011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR-1988.Odf 2197.4 MT20 i 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 It InstallationESR-1988 Aoril2011.Ddf i Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A I Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 R5 AE ESR-1988.odf for the Florida Building Code 2197.5 MT20HS , 20 ga. high strength truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code. Installation Instructions FL2197 RS It InstallationES11-1311 Nov2011.O0f Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1311.odf 3 t.-i' :1 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850,467.1824 The State of Florida is an AA/EEO employer. Coovndht 2007-2013 State of Florida.:: Privacy Statement :: AtcesSldlity 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 mall. If you have any questions, pease 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 nee . Product Approval Accepts: qw htlpsJ/www.11oridabullding.ortyprlpr app dll.aspx?param=wGEVXOwIDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 2/3 s , 2/15/2017 Florida Building Code Online Credit Card Safe https.1/www.noridabuilding.org/prlpr app dll.aspx?param=wGEVXQwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe62arEcPlo3d 3/3 Excerpt from ICC-ES ESR-1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. I 2/15/2017 Florida Building Code Online 8 r - _, ix, ,!,2 y',s 511`e.• r--kT•-i'•:.,, ' r• w al Ui__ t:G. ....,a.eeli.aa`liw'":':: Gr L:,.yL.-1txs... ,:yl.:r•,,:.E:.,.•. ii dYDYi iT SCIS Home Log In User Registrabon Hot Topics Submit Surcharge Slats R Facts Publications FBC Staff SCIS Site Map Links Search Ir'lif',Gld Product Approval USER: Public User Proeuct Approval Menu > PrnAcr-r or nouhcetonn Szarr-h > Application List > Application Detail FL I FL1644-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttaylor@bc.com Robert Taylor roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/01/2035 APA - The Engineered Wood Association FL1644 R4 COI Certificate of Independence, odf Standard ASTM D 5456 Year 2009 hilps:/fwww.noridabLiilding.org/pr/Pr_pppjtI aspx?param=wGEVXOwtDgvXaHHDwAAyby9elFbcyUOC%2fERNVSeXIEM%3d 1/2 f. w 2/15(2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option C 05/06/2015 05/27/2015 06/02/2015 FL # Model, Number or Name Description 1644.1 Versa -Lam Laminated Veneer Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No FL1644 R4 II east Install complete full size.ndf Approved for use outside HVHZ: Yes { Verified By: W Gary Dunn 77277 Impact Resistant: N/A I Created by Independent Third Party: No ' Design Pressure: N/A Evaluation Reports Other: Floor, Roof, and Wall Framing I FL1644 R4 AE ESR• 1040.odf rah •—t Contact Us :: 2601 Blair Stone Road_ Tallahassee FL 72399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you OD not want your e-mail address released in response to a public -records request, do not send electronic marl 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 emarls 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 here . Product Approval Accepts: 91 ©—mil E Credii Card Safe hnpsltwww.0oridabuilding.orglprlpr app dU.aspx?param=wGEVXQwtDgvXaHHDwAAybygelFbcyUOC%2iERNVSeXIEM%3d 22 7 0 P"l I P c ME FOLLOIMN 0 USES ARE NOT ALLOWED es T- T-1 0 0 Do- J.- 7 M7.-G24 sale Germ. L11-1-0 01111"10*110111,111 .no rrsx ow—b.". .1 —ac.-P.C- 14 00-232-0799 Boise cascede Caution Y.C.In, ...... to ga.amado, PAID two is 'an WAS44AW lAll khPI&K01- I. MWMA.. S. I. n.e.1,4 INynla ISO nuHnal a., .1 ...8c..P.Com 1 11 atf. J.1oill Am%&&m do ciias TLbJes do trmes as pLoa mifatme T, xTr- 7 iO$ SIGLAEMIESv5OSlad 5EPERWfUj lzol dw. it r % 1 I 2/152017 Florida Building Code Online y.r • ti.s' r ( , a • t . S e e•sll is 1w 1rr • 1 7MyI BCIS Home Log In User Reglstratlon Not Topics Submit Surcharge Stats a Facts publications FBC Staff BCIS Site Map Links Search b a 1 :: Product Approval USER: Public User r PmduC Approval Menu > P incur; or socli"tion S.nrrh > Apoli,-auor. List > Application Detail FL 9FL158 R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/ Email PO Box 24567 Tampa, FL 33623 813) 621- 4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/ Email PO Box 24567 Tampa, FL 33623 cpa rri no@ca stcrete.com Quality Assurance Representative Craig Parrino Address/Phone/ Emall PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2011 ACI530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/2912016 hops//www.floridabuildirig.orglpr/pr app dll.aspx?param=wGEVXQwtDquegl%2bT71%2fF192gnRzHNulcgj5pqLXkUlig°3d r 2/15/2017 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 05/06/2016 05/06/2016 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure. N/A 05/21/2027 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 II NOA 14.0903.03.odf FL158 R8 11 NOA 16-0126.03.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1.K•c rl,.n: Contact Us :. 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone, 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2fx)7.2013 State of Florida.:. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request• do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.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 emads provided may be used for offiool communication with the licensee. However email addresses are public record. If you do not wish to supply a persondl addreo, please provide the Department with an email address which can be made avoildble to the public. To determine if you arc a licensee under Chapter 4S5, F.S., please click he e . Product Approval Accepts: El E Credit Caid Safe hltpsJ/www.noridabtAiding.org/pr/pr app dti.aspx?param=wGEVXQwtDquegl%2bT71%2fF192gnRzHNulccp5pgLXkU6g%3d AZT-4RET HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS ECASi_9/_i:Rr L% OODR N-UNI[L A• !et[ U Vct Ift, ALMSlKssro u_uMIEL I6 SJHARR RUPS1MSTIRRUP DETAIL$ fCn4 RI./. 7/ 32.0 DARI STIRRUPS T EB" STIRRUdJad" IN STIRRUP_ DE„TAIL w1t. ALL 8" PR SE TRESSEDU—LINTEL DATA TABLE LNf[ L VIVIIE 011JR T4A _Slt PVC L[NCI S ACIND MR, Or uLM1. 5A1'Ii-CCe• IS- t' 17'-.' olll s_ 0. 140 0. 150 u7 36P e3f 7 3 BAD 7 Ss RAR 7/ 32 DAR i - 3 1'-! 7 33 RAW' 2 OAR ip? BAD 7/ 32 DM la'- S 15'- 2 17- 2 t0 - 2' 0 s'-O• TO S'-2' To" s'-r 1-3 773- 1- 1' 15_ 0 10 - 0 1 I0 - 0 IB - t 1170 713 7 1 O --! D 0. 124 0. 700 7e7 all 7%] 1 DAR 7/ 32 OAR r/ s: BAR 21,-:' s o 31-8 s/t• to 22'- 0' 7/12 BM 21'-10• S O Y-10 3/0 S O A'-! 1/a• 10 10 7t'-0' 0.21! eel 7/12 BAR 23'-10' 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE LVZTJL ENOIM pLxGIN VOJUML WLYSI itr NGill 1'M iNC111 r.cw WI/ 0 i- 0 O. OlIMlOM O. OS7 IS KDAN 1- MEOAR 1- RE41r iR[ BAN S• o 7 s: BAN 32 OAR 374N32- 1111' TRTIGN 3'- a" 3 - 10" S = o'- D=i'- 6'= 0 N/ A N/ A B A NAx A L'-a 7'• 6' 5- 4.D e'-.' 67 OoiO_ pp too - 219- 2A1_ 31{ 0AM A BAR S/ N _ i'-10 N/A D II a'-0 Y-0' a or PIPE •.• n.an W rnr P..Da PIPE - a- PEEP/ M1 0A. 1.,11E t 110E. • it n"n wMA [CdiT_LW0.JLINl.ORtB{0_C2GLfAPR1CADON-ImQFl r' In nws uiw nr •.• AEA_ PI" •.' Pawl nrsM 1 ua rvr - rIL _ rPj!- rPr fun , •.• n1 CALSIHLSTEQ•_ LIIUL.REOtEQSCV/EI.LAGEllBR1CA110N- VODLL MILL 8" PRECAST U—LINTEL_DATA TABS UMI[ L VO I NC wlVIE itT l[ OIN I'1 1'- 2' S- 0•TRAYlt' S'- r Mw 11 A N/ A aZiaE 3'- i_ 0• S'-. 0. 0l2 0.0370. 0.3 12a IPA[RAi Ii2 LN11 3•- S' l'- 11'A'- D•O.OAI D- 1- 7/ 12 4a 7 17 411 7/ 32 4R 7'- e' rll_lIAR i- S e'-2- Y- 2'US 0 II A Y- oe10'-0' e 0. 0e0 270 10A. 7_!• 0- 3 7 12 TAR K4R RLIAR11'-.' o" 1.'- 0' 0. 00i D.10d o. no0. 122 D.12! I7I AORuz RA S RESAR 10'-!' IT' R[ iAR 1 L.A. 11'-0' 1'••D soo9 1776 B i0 a RcwR S rod S KeAN 1'- n ID'_ r 171-IIA 3 ncDTNf40 S RCDU1 TI s11'- 0• IS-r 00SOA I tNIS PROIRICIAO7 IHroRNAIION IS PROVIDED FOR MIODVCI APPROVAL It IS MOIECILD eT COPIMIONI tAwS AND CAHNDI K KPROOMD 011 ODINOVILD WITHOUT WE PRIOR RRIIIEN CONUIlt Or CASI-CRE11 11S&. MIC. jr u_uvrci 1. MMOWNG Wal, 7/12 MA ASIN A0101 03. It. L NOTG IK IDIAL MINKO Or SIORIVs AND it KIM CODE CO ASt. ASIl. 7/1e n01 ktf RE[0 IS C"fte SIA11110 rOpM CACTI 04V111to 170151 Low-S[w411011 PALsl KsUm o or At moome CAM: r00 rAAMISL s01AND ASIM MIL NO. OF IRRIai . A. INEM INl 1. rQ1aIIC SIKNOMf: 1'. • "a& P" to*r o nM01% CAW A.SaL SND.S 1 S"nM/S PKSIKSSto L111Rs; 1. • 000 Pa ION ALL Ib L.CN IMO. PKCAST a WA 1111110.5, L 1.1 PROWS 01 PDLII00PTLLK POKES PER L MORALKIfICESS lam. 0.70 . try. CWM a COICILIL MAT a OSKD a L[V a PBLSI.LSUD VMIIL Kd1ORL9.'o CACL l 110PPLo SI/[IlltN1 MESIKVAD to KK61 IIIIMC No N.MOIOte louts. GV" rruuu[ a S+ u1:vra:u M. , N.la1•xIB Han la: iL•:la 1 ti11W1` An;MIV AI 14 rt../d•-C L3.LZ Uy' 1,LIiM;11 r.IL /i EyqO/ Lf ice: CRAIGPARRINO LDS 1 pp ISM CR579 MIwI1r.:Vfw,;.0 iL+.Ae.i' . NAL N i E fL I'•E.M.NO 0756 ME. CAST—CRETE 8" LINTEL FABRICATION DETAILS ra[ INer: O3S01-14 OtAIN ar: Cow Pumm /.L - Air. IM NiuSCALE: of TO SEAR dH: - W/07/SS a ob67: um WDA IL - OIL N1 441A 1 llRS "to Evio l a s SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 4—s-4-Gro' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BllB me o0 ens-os-oB ula•m erto-oB er)rae s,te-m eru••at me-10 Lr•12-I0 OF16-10 Br20-I11 Br74-I9 11M.-1B 802-10 3'-6- (47-) PRECAST 2231 m 3719 Sib] 6601 M4 gsot lozl 3069 46M 6113 7547 8914 103% 4'-D' (48') WLCASl 1966 25t1 2)SI 3l20 4090 5961 7036 11609 0101 2601 460S 6113 7547 s91t 103" 1160 4'-6' (54') PRLCASI 1599 1969 _ 7110 MJI 3153 416 5400 0124 21e9 4315 6113 7541 6612 11100 5'-•c' (64-) PRECAST 1217 1062 1349 IK3 IIOS 1436 12" 75FA 3123 3696 4242 1090 1173 5365 1611 7547 7040 102" 7X2p• 7S1! 6036 8133, OD9 10127 34/D 5'••ID-(70-) H1Ema 6'-6' (787 IIHLCASI 11s! V3D 7672 2171 4360 16e 9elOg Bite 906 340D Xw 3707 423 bast 173a I!/ XOD 2632 513) 22M e360 269E 1039t4 3191 ostsp Ass 7-6' (9U') PRECAST 9'-•4 (112-) PRECAST 143 ion 1729 wil IrA 7661 jogs met e461p4 Wl7 a7699116D16252b64Xa62S1s b2 1245 IB43 25" 3436 4705 _ 2163 LISSY. 2536 10'-6-(1761 PRECAST 475 Sm ego 1247 2093 2117 643 1052 1533 2093 2181 ffi43 4754 PRECAST 567. 532 645 1i66 1646 2423 3121 4= SB2 945 1366 1046 2426 3127 006 17.'-O'(144') PRECAST I3'-4'(16O') PRECAST 33'/ 540 elS qS4 16Br•_ 2193 • 2e05 552 540 471 913 12St 1684 9193 2MD jw 296 y/g 15b 10»_ 1428 IAN 2319 20s3 471 4)4 442 1ST ID/5 142e l010 2316 26N 14'-0-(I6Bj PRECAST 14--8' (1 /61 PRESTRESSED 706 1002 13" i697 2127 263D I06 _ 1002 1 226 1691 717)_ 263D N.R. 1.1a I.R to 459 193 1]70 IN2 224S p 2S17 1717 15'-4"(1847 PRESTRESSED 17'-4-(20BI PRESTRESSED WIT. N.R MR MR 710 MR NR NR nR No 417 12.0 1733 20se 2320 155 R MR m1 tat aR MR R! no 549 91-10 w 750 1.176 MR 1609MKRKR1 19'-4-(2321 PRESIRESSEU N.R. MR 6R_ 420 K.42A1031 ra IM26NRraI60 PRESTRESSED I m1 1m 340 503 a4b 1114877'•-U'(264') N.R. KR_ nw KR Nlt 0 R16s31Sbw7B4 1047324'-0' 288') PNESINESSFD N.R IDi RR KR wR_— 129 2w 4b0 6S4 BM22 p IN[ NUYIILRS IN PARENTHESIS ARE PLRCLNI R11WIDNS rOR GRADE 40 MID AODLD REM. SEE GNENAL Now N0. 4 ON SHEET 3 Or 3. NOTES - SHEET 3 Or 3 SAFE LATERAL LOADS FOR A• PRFCAST A PRFRTRESSffl LLl1NTFm CArnC SAFE LOAD PLF LENGTH TYPE 8118 8F8 RCMU S-6- (42) PRECAST 1025 1074 159R 4'-0- (48') PRLGSI 765 763 1309 4'-G (54") PREGSi 592 59 t 1073 5'-4' (64') PRECAST 411 411 745 5'-10-(70') PRECAST 340 339 616 6'-6' (7117 F41ECASI 507 721 490 7'-6- (90-) PRECAST 424 534 363 9'-4- (1171 PRFCASI 10'-6'(1767 mrwsl 32G 284 512 401 230 THU 11'-4' (1 SSA IWCASI 260 452 154 12'-0-(1441 PR[CkSI 744 402 137 13'-A'(1601 PRECAST 217 324 110 14'• 0-(161T) PRECAST 205 293 100 14'-B'(1761 PRESIRESSTD N.N. 284 91 15'-4-(IN41 PRESTRESSED N.N. 259 R3 17'-4' (708) PRESTRESSED N.It. 194 64 19'-4'(7321 PRFSIRFSSED N.R. 148 52 21'-4'(256') PNF:SIRFSSE.D 22'-O'(264) PRESIRLSSED N.N. 125 42 N.H. 116 40 24'-0-(288-) PRISTRI'SSTD N.R. 91 33 SLL GI.NI:RN. Mr. NO. 18 ON SIIEEI 3 Or 3. SAFE UPLIFT LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS i42atmi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ire-11 71 so mlt-11 617••21 2656 1162N Br16-21 S524 um-n EW21 4394 B124-11 U24-21 5263 N23-11 On-21 6137 ov-11 Br]7P1 M01 3'-6- (427 14RLCASf 1569 2656 JW4 4S4 WQ 6132 7001 6010 4'-0- (481 PRECAST 1363 2.D5 who 3015 610 D32S 130 2xb Aw IBIS 4570 SSTs 6076 4'-6' (541 PRECAST 1207 iO4D 2)01 u75 1043 4711 sirs 1201 2040 21D/ 331b 4110 4111 SSA 4- (64') PNLGSI 1016 171 2276 Z&A 3.T3g S% 4322 t016 Ills 2276 2939 3.799 3961 45Tt 5'-10'(70') PRECAST B09 1561 20811t, 2503 310) 3320 4133 pc 929 1587 7080 2193 310r 362D 4133 6'--6' (751 PRECAST ass 140 1 2329M o , e_i51p n12 US 14DI I= 2329 2790 3251 3117 7-6- (907 PRECAST 72I p 90 IW4 2023 2428 2621 • J22110 72/ 1 1224 1924 WS 2426 2011 3218_ 9'••4' (1171 PRECAST 1 591 e61 113_ Ilte 1474 1643 IBIS t969 21SI 2294 25a0 2G19 10'-6-(1261 PRECAST S» 675 9i6 uen 1461 1736 20s5 2011 236530M 504 1180 lmlly 1412 1031 17e3 11'-4'(I I6' PNLLASI 414 1)74 I113 Vbl 21814946D7104I312p 23A 1641 I133 1915 61 17'-D'(1447 PNICASf 410 4bB 7741• 1369 ISSb 470 560 940 1.162 1YA0 IBI%4 207s 13'-4'(1607 W1ECASf 41B Jos 601q IS _ K4 1143 IA3 42e 1 460 1 lea a_ 1159 P. 1418 165 1697 14'-D-(1681 PRrrAST 314 Ao 550 724 am IOSI 1270 410 475 117 0 1063 D 13ma 1506a 188701 14'•-8'(176') PRESTRESSED 2'm— r 5m 612 e75 29 113, 246 653 m I30f _ Iblay 17X 09 IDf4 IS'-4'(1647 PIOSIRI.SSI:D 4 400 627 769 Pn 23D 616 we 12 1460 166s p 17'-4' (2081 PRESINESSED fez 405 521 US 87319270674D11211 147319'-4-(2321 i411661'RL•;IIILSSL'U i447 547 SO 429 623 e41 p. 1059 In? 21'-4' (2561 PRESTRESSED 142 Illy, 3D1 p 99s py too- 5ce 656 142 232 373 511 771 953 lo4e 22'-0'(2641 PRESTRESSED 3'Iw 2gs Jig pa Ora546yj630 Gee 1- P9 999137 124 17. 22J _ 179 350 513 1 24'-O'(2887 PRESTRESSED 767 347 416• 492 _ p 567 m67a031911tssus757 U) III (4 • R,P/1RF110IESIS ARE PERCENT NEDUCIVIS rOR GRADE 40 E GNLRAL NDIE NO. 4 ON SHEET 3 Or 3. n / 1 Nllltutl•NI:Vi51i13 F CRAIG PARRINO 6324CR$79 477 I' SEFFNER FL 97584 M2eGi13i1c Pi .- S'S'i.,::::-G_d R.P.E.LIC.NO.It/56 j4 RECESfTY E_DESICNpT N - I2' 30' 9 ...t.n' I'= T$51{IIQDRU_14'-a 11ZD 9- Ifadalf.r1 I,..I I11N D. e . 711 CAST-CRETE 8" LINTEL FABRICATION DETAILS G ""'" ! l I' Iax.,n"'""' .LT ;v'r"'w-.'71.• . :o. 1Br KARL ISP 14 Sim of cwc pui m rt. - aL n A41% uur: 60I 10 Scutc•'A YIN, Ot/pAla MC410 R: CW FAMD, I.I. - aL SIX 44156 01A1113 Nw rE! INTO 2 Of I m 5 SAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS CAST-cd6 ro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRU6 smc- DuF mip7-16 e6F2e-le W!D-19 4'-4" (52 PREGSi 1635 1749 7M 4349 5421 6493 7567 1891 5706 60/9 6DW 9479 10893 4-6(S4% PREGST la9a 1596 2972 l968 4946 5924 M 17l6 5706 6539 8D60 91/9 1099! i-B' (6B' PRiGSi 866 920 171B 2271 2139 un- 791%pp 374- 0 AFL116793111e 7AM5'••)0'(7U') 4s67 6789 0060p. PRECAST 810 59 isw 16D 2649 13 27421242 963D 80 1402, B3p 6'- B" (8D7 PRECAST 797 901 1825 3120 W43 7747 9449 73M 01 18 1120 6048 791b 94M I WM 90 PRECAST 116") PRECAST 669 M1490" 11a f 1490 2459 7239 562ib37'-6' 1124 M 511- 1 5745 4M i ID314SB 6 466999I9'-'' 1129b26 99) 1568 Y7s.1 3179 4150 suit, SAFE LATERAL LOADS FOR A' YAFI`841T eo12- Drf:FQR nnnD Idol IUTFI R CA91,• CA4111" SAFE LOAD PLF LENGTH TYPE BRU6 BI21'G RCkIU 57.) PREGSI 758 757 1164 4'- 6- (A47 IWCAST 694 693 1073 5-- 8' (68j vNEGST 408 407 655 W- 10-(70-) PRECASF 382 381 616 6'- 8- (801 PRECAST 595 7RR 464 7'- 6- (90-) PRECAST 509 674 490 36. 5 214 9'-8' (1161 PRECAST S'/U 1) DIE NUMBERS IN PARENTIIESIS ME PERCENI RIDUCHONS FOR GRADE 40 ' SLE CLNERAI. NOTE 18 fILLU AWED RLBAR. SLL GENERAL NOIE NO. 4 CFNFRN NOTES 1) uewidti 12) li0tb we mrrl.dleed eim 5-I/1' W4 Ilrml at the cede to 0uexdek I' e 6' plow Oriel . 40M p/1 edrtM ed 4d.aLp e W roorq. re lee4kmed Glel • 0000 pd reI.. • d pat r' m0ee en 3/8 •ek a/p,eyck M. 13) W Nuar tufete d Olkb elbkA i1 akdr taocle eal•'•7 •dr 0.0 herr 0 m01p pl shm oppw b 0tttrdew • N ASIY C-026 « OLL *mow coop tvM. area. ppee dry C40 a Irv,r,a „d 19N I'm carpetHi p4 e615 fd# 00 14) IA kb1401ed werAOcrpAp MN •tNcd FemAh r otlit) 0M Opierld F101wel) Jrob - hmA M doted IV Ir cea ' .2 Der b[ t pralItbwitodrpttluuipWOnOFtrASIVAdiGdb27DM. rdeslao y 1 merle Mr ASIIJ C7A Ilpe Y W S rippled 1a4td be4 !iCpin h.,MI,1 bod C 1.0 2) Al tdo Teed good. Mold en Iona.. 4 itdl enter/ tte'i.0 f, reelart Sob bob la We title m wd M Ilea) ke MN br Mi 0 Mwip kryW 'a Iw Nr bole • dw low Sale heritmld bed IS) to eoapesk INd he'glde rod 0me:4 re 4«t bd Imn r•I low IIegN door at1w. 16) pa fold kl*6 Mel ".m. w tree bad ian nub bwu keplJ cv- 3) Hee4/ 48 weer ked red hr/ ja1• 17) 5«e bode rn upab9reJ O4eolle be-t 4) Iho —b« in pertAhel p eldt IM Femml , %d'al, Ip veto 40 hed odm fe5p. 110 Nato ball baud on I«1eld dugs endpl pp AD LW old AD All FDIC T-6' Imo) OI l7• III u'i bd = C472 04 e/ IM IMt[WA D Mn (.85) • 5601 III 19) A961441 blot/ NO [opWl, tan Is ell I W by w dlf : by pec.A" dedA" lew ld crud. mmarp rrL pGIN of . The kw. AdN been: 5) M LnIM atoll « totedd 11360 Ot0etb01. c• rrx:... p,nbra Y g, &IS Ir-4' o" beget meth n ...do l IYD ddkcdat Ills b 4m2t1b td.dlkr Ye nwi00 BJI'eg Ce4e SttlaY IMIJ.1 .. e 5) Store IQd ides r 00:44 1) Or 01 Mitt ay It rolt;bfd Ip Ire I5 ftba 6) kd#Idiee/elt0:1Urc1 at Hd a tl eal,ptp ri:b 0e peGlttbrd eed/ c, tMdmd doc—.b. 0) TN dteykl •al 119.dc mtenb«ed good. kern t" r1. Ird Itde. y aWdtl4p Bet p .-W.'e it"I OWK,4 ad mm d d-0.07 Item the Itce «. q"L 10) NIL • Rol R«UJ 11) UMM IiW ad0ed Co.,It0be kook/ d IY brder0 d IN kohl MWI 1/2• ELR n SLE SAIL LAIuIAL LOAD INDFS FOR IOM RMING 1'ON LACH AUMIIDRAL REINFORCED CUU ( RCMU) IULL COURSE 2) is NLIIAR CR40 of CR60 SAFE UPLIFT LOADS FOR 8" PRECAST w12" RECESS DOOR U-LINTELS CAST 4mme SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6Rf6. 11 011f6-21 WID-11ha11 OWID-21 RRle-11 84f14-21 mu male- 21 022-11 9022-21 B:a26-- 11 OW26-21 8WJ0-II Will-21 4'-4' ( 527 11REGS1 FIBS 1668 2362 JIM 3151 4445 5110 9m 1668 2362 lobs snl 4145 5140 4'-6' ( Sa') MtfGSF 861 1604 2272 2930 3607 421b 4943 661 lam 2M 29D AM, 4715 4943 6' (681 PREGST 675 675 126% Im 179/ 1791 2326 7854 3162 3911 2326 7854 3382 378a AM 2199 5'- 10' (701 PRECASI Ks 1707 1146 22591 2113 , 655 123E 929 1746 IS30 7759 198D_ 7773 3286 2799 33 9p 3129 6'•• B' ( 807 PRECAST570 7'-6' ( 90) PREGSI 9'-8' ( 11671tECJST 247 7879 s70 11M0 153D 193D 7429 7879 S06 742 1364 176s 1765 1 904 2166M. 6B560 1164 7 l9— Si D In- o 1l8670 3:O6 THE NUMHIRS IN PARENOIESIS ARE PERCENT REDUCTIONS FOR GRAM 40 FIELD ADDED REBAR. SEE GENERAL NOIC 110. 4 IWL UESIGNATION T ftFQ 8r" 8F_16 1 - Iwo Will am / Y • YNIIIID n"ilou oilnnu w+lr F 8F16-1 B/1-r AVL•NC IIpUIJ L ou"We of 15 J hmYY1111C11lAMATII17C1• ENS 6.44 0 T 4 R is PROM At 10>' Yil (1) IIf0'0 I1-1/ Y arm 7 r U701p1 Is Ml AT WON A Or 11:00. OMIT clut. 6 Wite AL NDIX ODIIOY R10004CJYp 116 xm- 1Imil F / CRAM PARRINO am CH579 c 1G .•• SEFFNER FL 3358o FL. PE Lit: _Nn Ane. VID11'-`1•Y11VN1 I W .•nydy„•; w 4l, the 17o,id1 IIrIJny; 4:Js111pinai.e, lerb= 7"-A. LLly il a,lAlidil,, ii t" Ua1c -_ CF RECESS,.TY E_OESICIVgil. - _ ML CAST-CRETE 8" LINTEL FABRICATION DETAILS PP RECESS 1.1 - - 10gg//9 MEMBER Of ®;I 1• 8/98 / 1(.., 1=1LL1 C%:-U 1 1 CI—%% ^ .ram^ 1Sf ;ee Mt NA94• MM-1cOulu OT. CeA6 PAM% pt. - QG R0. ura 5CLL[: Vl w sGY_J Ih/Y:TS,"• e"•t OAIL OO/Ol/fi CRICQO 11: Moll Asap M - QL IIO. 44150 Du111RC IS. IN SN[[I 1 Oi 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 19 -cZ0 Documented Construction Value: $' I d `i4..J Job Address: M — aa Historic District: Yes No Parcel ID: Residential Commercial L Type of Work: Newo Addition Alteration Repair Demo Change of Use Q Move Description of Work:-r ll Lip-rviT I QLC= G,) 1h& Wise L- Plan Review Contact Person: Title: Phone: Fax:Email: i'IVGC C.IaID r. (crnn Property Owner Information Name 1 Phone: C) Street: _ Resident of property? : t ci: Q 1Y : 1!, •E7 • City, State Zip: r Corit adios Information nn T-V n . .I 0--7- Name Phone• t3Street: 3 rsco Fax: q01- a2z - 3'?53 City, State Zip: ear State License No.: CNCU3z(-JL1O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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 1NSP_ECTION. 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: 50' Edition (Z014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo ' g. Signature orOwnufAgan Date Print OwnedAga is Name Signature.ofNotaryState of Florida Date orConuactorlAgent Sigrmtum of No ryState of Florida D ti CHERYL D AKERS MY COMMISSION tt FFM952 EXPIRES June 05, 2020 V Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTEWATER: BUILDING: Revised: June 30, 2015 Permit Application 1 888--83`126 5 ®I State Cert CAC032448 HEATING •AIR CONDITIONING 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 Sob 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 TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7413 3.0 14.00 8.2 4/0 6,597.00 Added 3113/17 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE — 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 MW71t501 7512 1=3T5M! 3.0 1C4l0.001 14.00 M1W 2,lllllIllII._ 8.2 4 / 0 4/0 7,04'4100 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 1 1 j:l 11 til'1. 1 •. v