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HomeMy WebLinkAbout2874 Gipper Cir 17-3359; NEW SFHNOV CITY OF SANFORD BUILDING & FIRE PREVENTION a PERMIT APPLICATION NOV 16 2017 Application No: 1-7 - .3 35g B ,: - - Documented Construction Value: $ Zg831S. Job Address: 7 o q at QQj5g C wac L = , Parcel ID: Type of Work: Historic District: Yes No rvr Residential (W Commercial Demo Change of Use Move Description of Work: I!Aew E: 'n'A At(- %u4sk=t CE: . Plan Review Contact Person: 'TJAPCQ Title: Phone: UV) • 15l95• 5321,'Yii Fax: Email j"(n C 1 1A11.•CQh- Property Owner Information Name CAD - N L C, 'C %ffi "4 Phone: 'll'3 ' r l 10-331aG I Street: 1 I 14 . B7.5: l-)lAL.Jz n Resident of property? City, State Zip: AL%Xn1Xy t.-noscz Contractor Information Name 120QQ 1717 rrr1C Phone: /407- -alter-S2 0 Street: Z21=5- • Wt3&T 11'!E INAUE f 1_Jl E ?000 Fax: City, State Zip: 32"11 4 State License No.: C UC, If I4R 3c( 1 Architect/ Engineer Information Name: ") hzi"a Coj&% C' 1N1-, Phone: QM-0cm. IQ 1-I Street: ( 2JLJO SlAtTF t-I'\ Fax: L10-1 -19W City, St, Zip: =QtCt')A6W. t l -•l4 E-mail: AO" lPiHL r c NjSQ CTME1a [,U}.( Bonding Company: Mortgage Lender: Address: Address: V WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR Lj PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT 1-1•.335q STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000857 BUILDING PERMIT NUMBER: 17-10000857 DATE: November 15, 2017• a709 0 UNIT ADDRESS: GIPPER CIR 2874 22-20-30-520-0000-0170 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2874 GIPPER CIRCLE /REAGAN POINTE LOT 17 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHOOLS SSingle Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit PARKS LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUB STATEMENT j RECEIVED BY: W IGNATURE: PLEASE PR NT NAME) DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS 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. 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 o Qft 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 c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. 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. 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 LCC 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. Sign6ture of O JWVASdt Date Si afore ofC cto Agen Date ary tate o ' lort a Date '-5ign-idrof 17otary-Stato o letjpa Date uuia RACHEL BLACKWELL ai+` °s., RACHEL BLACKWEJFloridallotaryPubl - State of Florida r: .° z Notary Public - State of My Comm xpiresJan 12.2018 s j ' ' My Comm. Expires Jan it So s0l b> fi to Me or , nractoJ i tst FF Known to Me or ye BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical[? Mechanical a Plumbing[ Gas[] Roof Construction Type: V d Occupancy Use: C4-3 Flood Zone: k'6 CZ ATTACHC 6Total SqFtofBldg: 27O0l Min. Occupancy Load: 14 # of Stories: 2— New Construction: Electric - # of Amps I <O' Plumbing - # of Fixtures l P' Fire Sprinkler Permit: Yes No [g # of Heads APPROVALS: ZONING: I UTILiTIES: ENGINEERING: MIC 1l'ZFIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Fire Alarm Permit: Yes No 91 WASTE WATER: BUILDING: 9E I-19-lS Revised: June 30, 2015 Permit Application CITY OF SANFORD Y--• ., BUILDING & FIRE PREVENTION PERMIT APPLICATION t , NOV 1 u 2017 ; ..Pkiof'!Application No:7iQSY. _ _ Documented Construction Value: $ 1lost (OEM Job Address: r2(1 Historic District: Yes No Parcel ID: - - - 4 00 - L7 U 0 Residential 57 Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work::b4pl_o 4,;1 "-it e rm4y'lt(o1,,, p4sk=oc E - Plan Review Contact Person:''Qi0C i Title: Phone: CW) - 8l9S• Fax: Epiail lC-IC-iE -lA1l..CQt-i Property Owner Information Name 2EK_JQ(N . L L 4ffi Ll,t; Phone: t3 't311U-33LaG Street: 1 I \ ". t"rD T7 /-))SLaQ`An Resident of property? City, State Zip:S'll tlt, '7lCS Contractor Information Name 'ddQ r__) 00F1F1 C Phone: 407 - -a1 a5'- Street: 2,2S • WV3&Tr40lJM GIVE n tiL2_0pL) Fax: City, State Zip: t_'C1Hti l( LCt 43 1116 , F< 32-11kj State License No.: C ftC,151 Q 3R 1 Architect/Engineer Information Name: (•-JI-3 1t-A1-1 Phone: QQ-1-LOR1. IQ 1-I Street: 4 6' a 49EAn- ^,17 (2i90 SwF. li'al Fax: LAfl1 - (oRA -19W City, St, Zip: (_.QLQA8tad E-mail:1 1 4 AII 1 tNl'Y trfaC 1.15U1T1t:z [,UH 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 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. 49ma I of Signttum of 0*&Agedt Date Date 1 " WA W1. Wal 1NMI Date RACHEL BLACKWELL ' RACHEL BLACKWELL ; •., Notary P I - State of Florida ':: : = Notary Public - State of Florida My Comm xpires Jan 12. 2018 y : My Comm. Expires Jan 2018 it i o S ts lAq a to Me or ' . tot %t%ie FF s50 Known to Me or ye 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: UTILITIES: h1A Cvv" WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 201 S Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Twiggers@gmail.com Property Address: 2874 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0170 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: E 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) OFRICIAL US ONLY 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 M 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# 17-3359 Reviewed by: Michael Cash, CFM Date: November 21, 2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & plc Landscaping in Right -of -WayU77— wwwsanfordrr.gav Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.88a.5140 Fax:407,688.5141 This perrntl authorizes work to be done on the subject property or In the City of Sanford's right-of-way In accordance with the City$ regulations and the attached construction plans approvbd as part of this permit. The panmlt is required for driveway or sldewalk consiructlon over 100 square feet of concrete or other material on the subject parcel and I or any construction of a driveway, walkway or landscape Improvements wlthln the city right-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 rosowassttibelaw size and location of the existing right--of-way and use shell be proAded or application could be delayed. caue.for•pu ft 1. Project L.ocatiorllAddress: Z L/ 1it—A Gaii[ A 6 2 4- , 2. Proposed Activity: ,WDriveway Walkway Other: 3. Schedule of Work: Start Date Completion Date F1 Emergency Repairs 4. Brief Description of Work: This application is submitt d by: Pmperlyownrx: 1 N Signature: - Print Name: [7 iJ t ll f° Address: S. , 1 Phone: 40'4 -%tAC -%700 Fax: Emalt 1EMA l/i Dale: Maintenance Responsibiildes/Indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement, This shall include maintenance of the Improvement and unpaved portion of rlghtof-way adjacent thereto. Requester may, with written Ciry, authorization, remove said Installationliimprovement fully restoring the right-cf-way to Its previous condltbn. In the event that any future construcllon of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above perrnitted activity, the permlttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-of-way If the Requester does not continuously maintain the Improvement and area In accordance with previously stated entena, 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 Requestor•s expense and, If necessary, file a lien an the Requester' s property to recover costs of restoration. To the fullest extent permitted by law. Requester agrees to defend, Indemnity, and hold harmless the City, Its counellpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, Judgments, losses, expenses, damages (direct, Indirect or consequential). or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the Clty's rlghtot-way. I have rVd and undgrslanj_the above statement and by signing this application I agree to its terms. Pre - pour Inspection by: This permit shall be posted on the site during construction. Please call 407.688.60130 24 hours In advance to schedule a pre -pour Inspection. Official Use Only Application No: Fee: Reviewed: Public Works Utilities Approved: Engineering Site inspected by: Special Permit Conditions: Date: Date: Dote: Date: Date: X k -Z It -ZO 0 Date: 20116 RAW r roe adw av adr REQUEST FOR TUG & PRE POWER AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, CRsselberly, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:_11 •l k -1-7 Project Name: Project Address: ? En%EPEG rj Building Permit A Electrical Permit # In consideration for authorizing the appropriate utility company to energize die facility, we agree with and understand the following: I. This TugRre-power application Is valid only for ona-and two-famlly dwellings. 2. The facility wil I not be occupied uatil a certificate of occupancy has been issued. 3. If the jurisdiction hereaRerfinds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral tight to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the Jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to Jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather 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 Li an area that cannot be locked by doors, the panels shall be equipped with a looking 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 fYom date of approval. 7. If provided, the fire sprinkler system must be operations( with water on the system prior to pre -power. 8. TUC approval is for service and outside GFCI outlets only. 9. Check with the local Jurisdiction for fees associated with tugs. buf'i e Prine of aer/Tenant P100-/1 7, gna o Owner/Tenant Print N me of flea. Contractor S ignatyfti of Geri. U-ontracior C,C-,ISIa3 I Gen. Contractor License # el Print Name of Contractor n..V... Si ature of El. Contractor EL Contractor License JURISDICTIOK EMPLOYEE NAME: JURISDICTION: CALLED INTO: a Progress Energy a Florida Power and Light on / 1 linv. 02/10/1 S) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11- I U - (-1 I hereby nai an agent of: 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): The specific permit and application for work located at: r-tioora rtacc-F Address) Expiration Date for This Limited Power of Attorney: / Z Zo ?-, C) License Holder Name:l State License Number: Signature of License Holder: STATE OF FLO DA COUNTY OF L ii—&6 The foregoing fstrumeMknop =ded before me this day of , 200 , by Q who is ersonally known to me or who has produced as identification and who did (did not) ake an oatNotary Seal) i = AKELLNotof FloridaMy n12.2018C062350 Rev. 08.12) or type name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 1 1- 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 Address: 7 S-7" /2_e PPt-Z e--AA7 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 PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Prepared by and Reawn to: JOHN KJNGMAN KEATING Town Square Title. Ltd. 250 E. Colonial Dr., Ste. 301 Orlando. Florida 32901 Telephone: 407.422-2234 NOC17188 aLMaONG IWORMATIONAaOVE THIS LWII NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-5204000-0170 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 plat thereof, as recorded In Plat Book 81. Pages 45 through 52. Inclusive, of the Public Records of Seminole County, Florida. Property Address: 2874 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Nance and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Ae,,n'der: Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): ML ntractor's: (a) Name and address: Watley Homes, LLC, a Delaware limited liability company 22S S. ute Drive. Suite 3300, Altamonte Springs, Florida 32714 (b Phone Number: (407) 86S•9992 rety (if applicable, a copy of the payment bond is anaehed): (a) Name and Address: N/A (b) Phone Number: N/A mount of Bond: N/A a) Name and Address: N/A; Phone Nu mber N/A 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, laorrda Statutes : (a) Name anid Address: N/A (b) Phone Number N/A ddition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in713.1 1 , Florida Srantres: a Name and Address: N/A Phone Number N/A iration date of Notice of Commencement (the expiration date may not be before ate completion of construction and payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 71113. 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 lo limited liability company By: John Kingman Keating, as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE 1 HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid• that at the eaecution'of this instrument on the date tat forth blow, John Kingritan Keating personally appeared before one as Authorized AS= of Weekley Homes, L.L.0 a Delaware limited liability cornparty and executed or acknowledged his/lur/their previous execution of this insauunent. I H tEBY CERTIFY, dun ohn 'ngrtuan Keating, is/are the sure person(s) either executing or acknowledging exeanion of the oinig instrument because: penwrially know hrtNber/them OR _ 1 have satisfactory evidence of same based _ driver's license or Other identification: WTINFSS my o ' 1 sal in the State and Co aforesaid this l4th day of November. 2017. pv!,°!!% S MWMR M . cood dM00012M arn e aa.ao NQV4 Pfiblic Si to OLAtn vwwra KX oaraAtftVKLaV, GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S p 2017116004 8K 9025 Pg 0092: (1pg) E-RECORDED 11/162017 03:22:01 PM 10.00 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl7BIk1Regan Point7510AGS Builder Name: David Weekley Homes Street: 2874 Gipper Circle State, Sanford FL, 32773 Permit Office: Permit Number: 3 Owner: e: , 1J JCity, SANFO)RD t 5 Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 141300 ft2 b. Concrete Block - In( Insul, Exterior R=7.0 1101.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1432.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1390.00 ft 2 6. Conditioned floor area above grade (ft2) 2174 b Knee Wall (Vented) R=19 0 42.00 ft2 Conditioned Floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(351.8 sqft) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U-Factor: Dbl, U=0.34 351.78 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 33.0 SEER:14 00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.332 ft. Area Weighted Average SHGC: 0.300 14 Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 b. Conservation features b. Floor Over Other Space R=0 0 784.00 ft2 None c. other (see details) R= 473.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 71.98 Glass/ Floor Area: 0.162 PASS TotalBaselineLoads: 71.75 1 hereby certify that the plans and specifications covered by Review of the plans and ST47 this calculation are in compliance with the Florida Energy specifications covered by this O gHE Code. calculation indicates compliance 3,< withtheFloridaEnergyCode. n,,,'••• <O PREPARED BY: am Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 e 1 hereby certify that this build' a esigned, is in compliance Florida Statutes. V with the Florida Energy Co e. COp tyEJ OWNER/ AG NT: t BUILDING OFFICIAL: DATE: Ll .1 le ' DATE: 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 starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 11/ 10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 t FORM R405-2014 PROJECT Title: Lotl7Blk1 ReganPoint7510AG Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2174 Lot # 17 Owner: Total Stories. 2 Block/SubDivision: BlklReganPoint of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2874 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 2174 19783.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 917 8344.7 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1257 11438.7 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ____ 95 ft' 19 0 0 1 2 Floor over Garage 2nd Floor ___ ___ 378 ft2 19 0.15 0 0.85 3 Slab -On -Grade Edge Insulatio 1 st Floor 118 ft 0 917 ft' 0.3 0 0.7 4 Floor Over Other Space 2nd Floor _—_ ___ 784 ft' 0 0.2 0 0.8 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1555 ft' 348 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1390 ft' N N 11/10/2017 4:21 PM EnergyGauge® USA - v5 1 - 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 1390 ft2 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 42 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below l. 1 NE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 15 0 9 4 140.0 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 38 6 9 4 359.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1 st Floor 13 38 5 9 4 3586 ft2 0 0.23 0.01 0 10 NE Exterior Concrete Block - Int Insul 1 st Floor 7 15 0 9 4 140.0 ft2 0 0 0.6 0 11 NW Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 8 21.3 ft2 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 ne 1 Vinyl Low-E Double Yes 0.34 0.3 41.3 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 NE 10 Vinyl Low-E Double Yes 0.34 0.3 80.0 ft2 6 ft 8 in 1 ft 8 in None None 3 NE 2 Vinyl low-E Double Yes 0.34 0.3 54.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 5 SE 3 Vinyl low-E Double Yes 0.34 0.3 12.0 ft2 1 ft 4 in 1 ft 3 in None None 6 SE 4 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft2 1 ft 4 in 11 ft 3 in None None 7 SW 5 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft2 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 10.3 ft2 1 ft 0 in 4 ft 8 in Drapes/blinds Exterior 5 9 SW 5 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft2 1 ft 0 in 6 ft 2 in Drapes/blinds Exterior 5 10 SW 5 Vinyl Low-E Double Yes 0.34 0.3 10.3 ft2 1 ft 0 in 7 ft 8 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 12 NW 11 Vinyl Low-E Double Yes 0.34 03 21.3 ft2 15 ft 4 in 1 ft 8 in None None 13 NW 8 Vinyl Low-E Double Yes 0.34 0.3 16.4 ft2 1 ft 4 in 11 ft 11 in Drapes/blinds Exterior 5 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - 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 1 377.625 ft' 377.625 ft' 39.33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000405 2308.1 126.71 238.3 .3638 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 33.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 33 k8lu/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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply -- --- Return -- Air CFM 25 CFM25 Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 434.8 ft Attic 108.7 ft Default Leakage 2nd Floor (Default) (Default) 1 1 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjr Jan Heatin[X Jan Feb Xj Feb j MarfX} Mar A r Apr Ma JunrlJun JulIXI Jul AugriAu ri SeSep Oct Oct Nov Nov Dec Dec Venting [ Jan Feb X Mar May Jun Jul Aug Sep Oct 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 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 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: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 2874 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft 1 c Frame - Wood, Adjacent R=13.0 358.56 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1390.00 ft' 2174 b. Knee Wall (Vented) R=19.0 42.00 fit' Area c. N/A R= ft' 351.78 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 33.0 SEER:14.00 ft' 3.332 ft. 0.300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft' b. Floor Over Other Space R=0.0 784.00 ft' c. other (see details) R= 473.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspecti n. Otherwise, a new EPL Display Card will be completed based on installed Code gal pli t4eatures. Builder Signature: 1(11z Date: I ( -\ LQ •\-I Address of New Home: City/FL Zip: kBtu/hr Efficiency 33.8 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot1781k1 ReganPoint7510AGS Builder Name: David Weekley Homes Street: 2874 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 2174 sq.ft. Cond. Volume: 19783 cu ft. Envelope Leakage Test Results Regression Data: L n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: SLA: ACH(50) ' For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489 105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Oj 1HE ST47 v M'1_e_• L, a 11/10/2017 4:22 PM EnergyGauge® USA - v5.1 - Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescri tive Methods ADDRESS: 2874 Gipper Circle Permit Number: Sanford , FL. 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 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 7 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). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakageWindows, 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 AAMAM/DMA/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. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatorypll 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 tightness 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 individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free" 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. (2515a) 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: 1. 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. 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software 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 (1 YC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 13 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. 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 140'F (38•C 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 burners) of combustion types of service water heating systems to be turned off. O 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. 0 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. 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software 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 heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. 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. 0 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. 0 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 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O 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 2 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 heat 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. Heaters, 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 0 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 sufficent space, R-10 is allowed. 11/10/2017 4:21 PM EnergyGaugeO USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot17Blk1ReganPoint7510AGS Builder Name: David Weekley Homes Street: 2874 Gipper Circle Permit Office: City, State, 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 11/10/2017 4:21 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report Job: Lot17BIk1Regan Point75... aaralc aAMDate: 12/29/2016 l CONOVnIUM 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 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 26875 Btuh Entering coil DB: 77.1°F Outdoor design WB: 75.2°F Latent gain: 3890 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 30765 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 29049 Btuh 108% of load Latent capacity: 5094 Btuh 131 % of load Total capacity: 34143 Btuh 111% of load SHR: 85% Design Conditions Outdoor design DB: 40.9°F Heat loss: 24897 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 30886 Btuh 124% of load Capacity balance: 33 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets are all requirements of ACCA Manual S. ct 2017- Nov-10 16:25 26 wrightsoft* Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 t' KC s l...eganPoint7510AGS%Lo11761k1ReganPoint7510AGS.rup Cale = MJ8 House faces: SW DEL --AIR Component Constructions Job: Lot17Blk1Regan Point75... P Date: 12/29/2016 n'° O0N0m0 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-AJR.COM For: David Weekley Homes 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 (OF) - 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 M BWhAe-'F IN-Tfikuh BWhIK 81uh BWhRN 81uh Walls 168- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 42 0.049 19.0 1.43 60 2.67 112 gypsum board int fnsh 12E- Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 228 0.068 19.0 1.98 452 1.49 341 fnsh, 2"W' wood frm, 16" o.c. stud se 405 0.068 19.0 1.98 800 1.49 604 sw 202 0.068 19.0 1.98 401 1.49 302 nw 405 0.068 19.0 1.98 802 1.49 605 all 1241 0.068 19.0 1.98 2455 1.49 1852 13A- 3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 146 0.167 3.0 4.86 709 3.31 484 board int fnsh se 233 0.167 3.0 4.86 1130 3.31 771 sw 88 0.167 3.0 4.86 427 3.31 292 nw 415 0.167 3.0 4.86 2016 3.31 1375 all 881 0.167 3.0 4.86 4283 3.31 2921 Partitions 12C- Osw: Frm wall, r-13 cav ins. 1/2" gypsum board int fish, 2"x4" 337 0.091 13.0 2.65 893 1.47 496 wood frm, 16" o.c. stud Windows 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, ne 42 0.340 0 9.89 412 26.5 1103 1/ 8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (5.2 ft window ht, 1. 25 ft sep.); 6.67 ft head ht 10C- v: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, ne 80 0.340 0 9.89 792 18.6 1485 1/ 8" thk; NFRC rated (SHGC=0.30); 6.67 ft overhang (8 ft window ht, 1. 67 ft sep.); 6.67 it head ht 2A- 2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 54 0.340 0 9.89 534 22.5 1212 1/ 8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang ( 6 ft window ht, 11.25 It sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 20 0.340 0 9.89 198 20.3 405 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 4 ft window ht, 1.25 ft sep.); 6.67 ft head ht 213- 2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 12 0.340 0 9.89 119 23.7 284 1/ 8" thk; NFRC rated (SHGC=0.30); 1.33 it overhang (4 ft window ht, 1. 25 ft sep.); 6.67 It head ht fi wri htSoft• 2017- Nov-1016,25:26 A 9 Right -Suite® Universal 2017 17.0.23 RSU24020 page 1 eganPoint7510AGS% Lot178lk1ReganPoint7510AGS.rup Calc = MJ8 House faces: SW 2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.25 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 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1 ft overhang (5.2 ft window ht, 3.67 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 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1 ft overhang (5.2 ft window ht, 4.67 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 1/8" thk; NFRC rated (SHGC=0.30):50% drapes, medium; 1 ft overhang (5.2 ft window ht, 6.17 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 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1 ft overhang (5.2 ft window ht, 7.67 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, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.25 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, nw, 21 0.340 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1.67 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, nw, 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.3 ft window ht, 11.92 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 24 0.390 n 21 0.390 all 45 0.390 Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 95 0.050 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 A + wrightSOW Right -Suite® Universal 2017 17.0.23 RSU24020 eganPoint7510AGS%Lot17Blk1ReganPoint7510AGS.rup Calc = MJS House faces. SW 0 9.89 237 27.1 650 0 9.89 309 23.2 723 0 9.89 103 23.2 241 0 9.89 154 23.2 362 0 9.89 103 23.2 241 0 9.89 309 22.5 701 0 9.89 211 18.6 396 0 9.89 162 22.5 367 0 11.3 272 12.1 291 0 11.3 242 12.1 258 0 11.3 514 12.1 549 38.0 0.76 1052 1.42 1972 19.0 1.45 137 0.73 69 19.0 1.45 549 0.73 275 0 28.8 3396 0 0 2017-Nov-10 16:25:26 Page 2 r ' DEL --AIR Project Summary Date: 12129/2016Job: Lod 7611(11 ReganPolnt75... 0' AN 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-AAR.COM For: David Weekley Homes Notes: LS by CA on 06.06.2017 LS 11/10/17 JH Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21582 Btuh Structure 21422 Btuh Ducts 3315 Btuh Ducts 5453 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24897 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment- sensible load 26875 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2938 Btuh Ducts 952 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolingg none) Area (f12 217 21T4 Equipment latent load 3890 Btuh Volume (W) 21080 21080 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 30765 Btuh Equiv. AVF (cfm) 144 74 Req. total capacity at 0.75 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 33 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl hLSo- 2017-Nov-10 16:25:26 A 9 Right -Suite® Universal 2017 17.0.23 RSU24020 page 1 eganPoint7510AGS1Lotl7BIk1ReganPoint7510AGS.rup Calc = MJ8 House laces: SW r DEL --AIR arm= - m mvunm o Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AJR.COM Job: Lot1781k1Regan Point751OA... Date: 12/29/2016 By: FJF 1 Room name Entire House Family 2 Exposed wall 275.0 ft 30.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 241.5 ft 5 Room area 2308.5 W 241.5 W Ty Construction U-value Or HTM Area M Load Area 00 Load number Stuh/ft'-'F) atutVftj or perimeter (ft) atuh) I or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 2.67 42 42 60 112 0 0 0 0 W 12E-Osw 0.068 ne 1.98 1.49 270 228 452 341 0 0 0 0 i 2A-2ov 0.340 ne 9.89 26.51 42 0 412 1103 0 0 0 0 1-- G I- G 11 13A- 3ocs 10C- v 0. 167 0. 340 ne ne 4. 86 9. 89 3. 31 18. 56 280 80 146 0 709 792 484 1485 131 80 51 0 246 792 168 1485 2A- 2ov 0.340 ne 9.89 2245 54 0 534 1212 0 0 0 0 VjJ 12E-Osw 0.068 se 1.98 1.49 437 405 800 604 0 0 0 0 G 2A-2ov 0.340 se 9.89 20.27 20 9 198 405 0 0 0 0 G 28-2fv 0.340 se 9.89 23.69 12 6 119 284 0 0 0 0 W I- G 13A- 3ocs 0.167 se 4.86 3.31 257 233 1130 771 0 0 0 0 2B- 2fv 0.340 se 9.89 27.08 24 0 237 650 0 0 0 0 12E- Osw 0.068 sw 1.98 1.49 270 202 401 302 0 0 0 0 2A- 2ov 0.340 sw 9.89 23.18 31 0 309 723 0 0 0 0 2A- 2ov 0.340 sw 9.89 23.18 10 0 103 241 0 0 0 0 2A- 2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 2A- 2ov 0.340 sw 9.89 23.18 10 0 103 241 0 0 0 0 1qI 13A-3ocs 0.167 sw 4.86 3.31 112 88 427 292 0 0 0 0 0 1100 0.390 sw 11.35 12.11 24 24 272 291 0 0 0 0 WJ 12E-Osw 0.068 nw 1.98 1.49 437 405 802 605 0 0 0 0 G 2A-2ov 0.340 nw 9.89 22.45 31 0 309 701 0 0 0 0 13A- 3ocs 0.167 nw 4.86 3.31 453 415 2016 1375 154 154 748 510 loc- v 0.340 nw 9.89 18.56 21 0 211 398 0 0 0 0 LLL...------( CC" 2A-2ov 0.340 nw 9.89 2245 16 0 162 367 0 0 0 0 q 12C-Osw 0.091 265 1.47 356 337 893 495 0 0 0 0 D 11DO 0.390 n 11.35 12.11 21 21 242 258 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 1390 1390 1052 1972 0 0 0 0 F 2OP-191 0.050 1.45 0.73 95 95 137 69 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 378 378 549 275 0 0 0 0 F 22A-td 0.989 28.78 0.00 918 118 3396 0 242 31 878 0 6 c) AED excursion 0 211 Envelope loss/gain 16981 16415 2663 1952 12 a) Infiltration 4602 1458 512 162 b) Room ventilation 0 0 0 0 13 Intemal gains• Occupants ® 230 5 1150 3 690 Appliances/ other 2400 1 0 Subtotal ( lines 6 to 13) 21582 21422 3176 2804 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21582 21422 3176 2804 15 Duct loads 1 15% 25% 1 3315 5453 100/0 10/6 318 280 Total room load 24897 261i75 34931 3084 Air re*red (cfm) 1100 1100 154 126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrlght&oft- 2017-Nov-1016:25:26 Right - Suite® Universal 2017 17.0.23 RSU24020 Page 1 eganPoint7510AGS% Lot17Blk1ReganPoint7510AGS.rup Cale = We House faces. SW jQEL--AIR rrrtr a .11er ararowm Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-631-2665 Fax 407-333.3853 Web WWW.DEL-AIR.COM Job: Lot17B1k1Regan Point7510A... Date: 12/29/2016 By: FJF 1 Room name Dining Kitchen 2 Exposed wall 34.0 ft 37.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cod 4 5 Room dimensions Room area 1. 0 x 193.0 ft 193. 0 W 1. 0 x 444.8 ft 444. 8 ft" Ty Constriction number U- value StutVft;' F) Or HTM atuhlftj Area ( ftj or perimeter (tt) Load at uh) Area 00 or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 12E- Osw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 ne 4.86 3.31 149 95 463 316 0 0 0 0 11 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.89 2245 54 0 534 1212 0 0 0 0 12E- Osw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0 28- 2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 Vrl I-(; 13A- 3ocs 0.167 se 4.86 3.31 117 93 450 307 107 107 521 356 2B- 2tv 0.340 se 9.89 27.08 24 0 237 650 0 0 0 0 12E- Osw 0.068 sw 1.98 1.49 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 2A- 2ov 0.340 sw 9.89 23.18 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 2A- 2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 t13A- 3ocs 0.167 sw 4.86 3.31 0 0 0 0 51 27 133 91 0. 390 sw 11.35 12.11 0 0 0 0 24 24 272 291 D1100t- G2A-2ov 12E- Osw 0.068 rnv 1.9e 1.49 0 0 0 0 0 0 0 0 0. 340 0. 167 nw nw 9. 89 4. 86 2245 3. 31 0 51 0 30 0 146 0 99 0 191 0 175 0 850 0 5e0 T13A- 3ocs 10C- v 0.340 rnv 9.89 18.56 21 0 211 396 0 0 0 0 G2A- 2ov 0.340 nw 9.89 2245 0 0 0 0 16 0 162 367 Gq 12C-Osw 0.091 265 1.47 0 0 0 0 358 337 893 495 D 11DO 0.390 n 11.35 12.11 0 0 0 0 21 21 242 258 C 168-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 145 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 22A-td 0.989 28.78 000 193 34 979 0 445 38 1079 0 6 c) AEO excursion 237 88 Envelope loss/gain 3020 2743 4152 2349 12 a) Infiltration 571 lei 630 200 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants a 230 1 230 0 0 Appliances/ other 0 1200 Subtotal ( limes 6 to 13) 3591 3154 4782 3749 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3591 3154 4782 3749 1151 Duct loads 1 100/6 101/4 359 315 10% 10o/a 478 375 Total room load 3950 3469 5260 4124 Air required (cfm) 175 142 232 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s wr1ghtx0f' t- 2017-Nov-10 16:25 26 Right - Suite® Universal 2017 17.0.23 RSU24020 Page 2 eganPoint7510AGS% Lot178lk1ReganPoint7510AGS rup Celc - MJ8 House faces: SW 1 DEL -AIR UUM . ar C0811M a Right-M Worksheet Entire House DEL -AIR HEATING & AIR 531 COOISCO WAY, SANFORD, FL 3277111 PPhhND40 ION6NGax: 407-333-3853 Web: WWW.DEL-AJR.COM Job: Lod 7BIk1Regan Point751OA... Date: 12/29/2016 By: FJF 1 Room name Powder Mstr Sthnn 2 Exposed wall 16.0 ft 23.0 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 6. 5 x 6.0 ft 39. 0 W 1. 0 x 134.0 ft 134 0 fta Ty Construction U-value Or HTM Area (fta) Load Area (fta) Load number StutVfta-'F) atuhlfta) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 v l 12E-Osw 0.068 ne 1.98 1.49 0 0 0 0 108 108 214 161 2A- 2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 G13A- 3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 11 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 V)/ 12E-Osw 0.068 se 1.98 1.49 0 0 0 0 99 87 172 130 2A- 2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0 28- 2fv 0.340 se 9.89 23.69 0 0 0 0 12 3 119 284 yJ G 13A- 3ocs 0.167 se 4.86 3.31 33 33 159 108 0 0 0 0 2B- 2fv 12E- Osw 0. 340 0. 068 se sw 9. 89 1. 98 27. 08 1. 49 0 0 0 0 0 0 0 0 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 2A- 2ov 0.340 sw 9.89 23.18 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 2A- 2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 sw 4.86 3.31 61 61 295 201 0 0 0 0 1100 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 T- G 12E- Osw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 nw 4.86 3.31 56 56 272 186 0 0 0 0 10C- v 0.340 new 9.89 18.56 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 27-45 0 0 0 0 0 0 0 0 12C- Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 134 134 101 190 F 20P-19t 0.050 1.45 073 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 22A-td 0.989 28.78 0.00 39 16 460 0 0 0 0 0 6 c) AED excursion 41 82 Envelope loss/gain 1186 454 606 847 12 a) Infiltration 269 85 373 118 b) Room ventilation 0 0 0 0 13 IMemal gains. Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1455 539 979 965 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 145 5539 979 965 15 Duct loads 10°Ao 10a/a 145 54 23a/a QVO 2W 382 Total room load 16M 593 1208 1347 Air required (cfm) 71 24 153 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrlghtraotPt' 2017-Nov-10 16 25:26 c Right -Style® Universal 2017 17.0.23 RSU24020 Page 3 eganPoint751OAGS\ Lo117BIk1ReganPoint7510AGS.rup Celc = MJ8 House faces: SW DEL --AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 COUISCO WAY. SANFORD. FL 327COND4071oN6NGax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lod 7BIMReganPoint7510A... Date: 12/29/2016 By: FJF 1 Room name Mstr WC Mstr Bdnn 2 Exposed wall 4.0 It 30.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 4.0 x 6.0 ft 24.0 ft' 1.0 x 237.5 ft 237.5 ft' Ty Construction U-value Or HTM Area (fll Load Area (ftl Load number Stuh/fl;-F) Stuh/ftj or perimeter (ft) Stuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 42 42 60 112 yJ 1 12E-Osw 0.068 ne 1.98 1.49 36 36 71 54 128 84 167 126 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 42 0 412 1103 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 11 10C-v 0.340 ne, 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 Val 12E-Osw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 IG 2A-2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0 28-2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 13A-3ocs 0.167 se 4.86 331 0 0 0 0 0 0 0 0 28-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 12E-Osw 0.068 sw 1.98 1.49 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 2A-2ov 0.340 sw 9.89 23.18 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 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 1100 0.390 sw 1135 12.11 0 0 0 0 0 0 0 0 WJ G 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 144 w 285 215 2A-2ov 0 340 nw 989 22AS 0 0 0 0 0 0 0 0 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 fi 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 0 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 24 24 18 34 238 238 180 337 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 77 77 112 56 F 20P-19t 0.050 1AS 0.73 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 8 c) AE0 excursion 8 207 Envelope losstgain 89 80 1215 1742 12 a) Infiltration 65 21 562 178 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 154 101 1777 27SO Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 154 101 1777 2750 15 Duct bads 23% 40% 36 40 23% 40% 1 417 1089 Total room load 190 141 1 1 2194 3839 Air required (cfm) 8 8 971 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghIrCn 't- 2017-Nov-10 16:25:26 Ca Right -Suite® Universal 2017 17.0.23 RSU24020 Pepe 4 eganPoint7510AGS\Lotl7Blk1ReganPoint7510AGS rup Calc = MJ8 House feces: SW QELAIR a a rm amrouw 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: Lot17Blk1ReganPoint7510A... Date: 12/29/2016 By: FJF 1 Room name Mstr WIC Utility 2 Exposed wall 5.0 ft 6.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 98.0 ft 98.0 it, 8.5 x 6.5 it 55.3 W Ty Construction U-value Or HTM Area (ftl Load Area (III Load number Btuh/ft"F) Btuh/ftl or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 V)/ 12E-Osw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0G 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 11 10C-v 0.340 no 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 Va/ 12E-0sw 0 068 se 1.98 1.49 45 45 89 67 0 0 0 0 L_ 2A-2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0 28-2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 V J I-.G 13A-3ocs 0.167 se 4.86 3.31 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 12E-0sw 0.068 sw 1.98 1.49 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 2A-2ov 0.340 sw 9.89 23.18 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 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 1100 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 1/N T--a 12E-Osw 0.068 nw 1.98 1.49 0 0 0 0 59 59 116 87 2A-2ov 0.340 nw 9.89 22-45 0 0 0 0 0 0 0 0 13A-3ocs 0.167 rw 4.86 3.31 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 1-012C-0sw 0.091 265 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 168-38ad 0.026 0.76 1.42 98 98 74 139 55 55 42 78 F 20P-19t 0 050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tit 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 56 Envelope loss/gain 163 190 158 110 12 a) Infiltration 81 26 105 33 b) Room ventilation 0 0 0 0 13 1ntemal gains. Occupants ® 230 0 0 0 0 Appliances/other 0 1 600 Subtotal (lines 6 to 13) 244 216 283 743 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 244 216 263 743 15 1 Duct loads I23°/a 400/4 57 85 230/4 40°/a 62 294 Total mom load 302 301 325 1037 Air required (cfm) 13 12 114 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wright;Qtr't' 2017-Nov-1016:25:26 Right-Suita® Universal 2017 17.0.23 RSU24020 Pepe 5 eganPoint7510AGS%Lot178lk1ReganPoint7510AGS.rup Cale - MJ8 House faces: SW 1 DEL --AIR ararr a . o arnrolwn Right-M Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277`11 PPhhND407-e^26665C'Fax 407-333-3853 Web: WWW.DEL-AJR.COM Job: Lotl7Slk1RegartPoint7510A... Date: 12/29/2016 By: FJF 1 Room name Bdnn 2 Bthnn 2 2 Exposed well 14.0 It 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 170.8 ft 170.8 W 10.0 x 5.5 It 55.0 W Ty Construction U-value Or HTM Area 01:1 Load Area (ftl Load number 8tuh/ft'-'F) BtutVftl or perimeter (ft) Stuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 VJJ 12E-Osw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0G 11 13A-3ocs 10C-v 0.167 0.340 ne ne 4.86 9.89 3.31 18.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 12E-Osw 0.340 0.068 ne, se 9.89 1.98 22.45 1.49 0 126 0 106 0 210 0 158 0 0 0 0 0 0 0 0VJ 2A-2ov 0.340 se 9.89 20.27 20 5 198 405 0 0 0 0 2B-2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 yJ L--G 13A-3ocs 0.167 se 4.66 3.31 0 0 0 0 0 0 0 0 2B-2tv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 12E-Osw 0.068 sw 1.98 1.49 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 2A-2ov 0.340 sw 989 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 2318 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 1NJ D 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 1qJ C 12E-Osw 0.068 rnv 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 13A-3ocs 0 340 0.167 nw nvv 9.89 4.86 2245 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C-v 0.340 rry 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 q D 12C-Osw 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 168-38ad 0.026 0.76 1.42 171 171 129 242 55 55 42 78 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 67 67 97 49 52 52 76 38 F 22A-td 0.989 2878 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 184 8 Envelope loss/gain 634 1038 118 108 12 a) Infiltration 227 72 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 ApplianciWother 0 0 Subtotal (limes 6 to 13) 61 1110 118 108 Less external Iced 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 861 1110 118 108 15 Duct loads 123% 40'/6 202 440 23% 40% 28 43 Total roan load 1063 1550 145 151 Air required (cfm) 47 63 16 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtscott- 2017-Nov-10 16 25:26 c Right -Suite® Universal 2017 17.0.23 RSU24020 Pape 8 eganPoint7510AGS%Lotl7BlklReganPoint7510AGS.rup Calc = MJ8 House feces: SW i DEL --AIR Qarra ue ournaolera 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: Lot17Blk1Regan Point7510A... Date: 12/29/2016 By: FJF 1 Room name Sdrm 2 WIC Retreat 2 Exposed wall 3.0 ft 41.0 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cod 4 5 Room dimensions Room area 8. 5 x 3.0 ft 25. 5 ft' 1. 0 x 368.3 ft 368. 3 ft' Ty construction U-value Or HTM Area (ftl Load Area (ftj Load number Btut1/ft;'F) Stuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 W 168-19ad 0.049 n 1.43 267 0 0 0 0 0 0 0 0 y L-G 12E- 0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ire 9.89 26.51 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 no 4.86 3.31 0 0 0 0 0 0 0 0 11 E---G T10Gv 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 I - G 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 12E- 0sw 0.068 se 1.98 1.49 27 27 53 40 32 32 62 47 2A- 2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0 28- 2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 28- 2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 12E- Osw 0.068 sw 1.98 1.49 0 0 0 0 104 72 143 108 2A- 2ov 0.340 sw 9.89 23.18 0 0 0 0 31 0 309 723 2A- 2ov 0.340 sw 9.89 23.18 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 2A- 2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 rar 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 0 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 4pl 12E-0sw 0.068 rhv 1.98 1.49 0 0 0 0 234 203 401 303 2A- 2ov 0.340 nw 9.89 2245 0 0 0 0 31 0 309 701 G13A- 3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 10C- v 0.340 rrw 9.89 18.58 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 1- 012C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 26 26 19 36 368 368 279 522 F 20P-19t 0.050 1.45 0.73 0 0 0 0 18 18 25 13 F 2OP-19t 0.050 1.45 0.73 26 26 37 19 17 17 25 12 F 22A401 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 396 Envelopeloss/ gain 110 87 ism 2824 12 a) Infiltration 49 15 664 210 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Applianoes/ other 0 1 0 Subtotal ( lines 6 to 13) 158 103 2217 3035 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 158 103 2217 3035 15 Ouct loads 23% 40% 37 41 23% 40'/e 521 1202 12738 Totalmomload1961434237 Air required (cfm) 9 6 121 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtrpft- 2017-Nov-10 16:25 26 Right - Suite® Universal 2017 17.0.23 RSU24020 Page 7 eganPoint7510AGS% Lot178lk1ReganPoint7510AGS.rup Calc - MJ8 House faces: SW 3 DEL --AIR wanla . 80 mrumrwo Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot17BIk1ReganPoint7510A... Date: 12/29/2016 By: FJF 1 Room name Bdnn 3 WIC Bdnn 3 2 Exposed wall 4.5 ft 26.0 ft 3 Room height 9.0 ft heat/cod 9.0 ft heat/cod 4 5 Room dimensions Room area 4.5 x 8.0 ft 36.0 W 1.0 x 186.0 ft 186.0 ft' Ty Construction U-value Or HTM Area 011 Load Area (ftj Load number BtutVft'-'F) BtutVftj or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 16B-19ad 0.049 n 1.43 Z67 0 0 0 0 0 0 0 0 WJ 12E-Osw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 T--G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 11 10C-v 0.340 ne 9.89 18.56 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 Val 12E-Osw 0.068 se 1.98 1.49 0 0 0 0 108 108 214 161 2A-2ov 0.340 se 9.89 20.27 0 0 0 0 0 0 0 0IG2B-2fv 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 V)I 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0G 12E-Osw 0.068 sw 1.98 1.49 41 41 80 60 126 90 177 134 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 2318 0 0 0 0 10 0 103 241 2A-2ov, 0.340 sw 9.89 23.18 0 0 0 0 16 0 154 362 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 10 0 103 241 1qJ 13A-3ocs 0.167 sw 4.86 331 0 0 0 0 0 0 0 0 t-0 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 WJ 12E-Osw 0.068 rnv 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 13A-3ocs 0.340 0.167 rnv nw 9.89 4.86 2245 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 10C-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 rtw 9.89 22.45 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 Z65 1.47 0 0 0 0 0 0 0 0 0 1100 0.390 n 1135 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 36 36 27 51 186 186 141 264 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 32 32 47 23 184 184 268 134 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AEO excursion 11 230 Envelope loss/gain 154 124 1160 1767 12 a) Infiltration 73 23 421 133 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 227 147 1581 1900 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 227 147 1581 1900 15 Duct loads 1230/6 400/6 53 58 230/ 40'/e 371 753 Total room load 280 205 1 1952 2653 Air required (cfm) 12 8 186 109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrlghtOft' 2017-Nov-1016:25:26 A 4CRight•Suite® Universal 2017 17.0.23 RSU24020 Pape 8 eganPoint7510AGS% Lotl78lk1ReganPoint7510AGS.rup Calc = MJ8 House faces: SW DEL AIR Duct System Summary Job: Lod 7BIk1Regan Point75... LITRIG alln COlt1 Date: 12/29/2016 11 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.172 in/100ft 0.172 in/100ft Actual air flow 1100 cfm 1100 cfm Total effective length (TEL) 139 ft Supply Branch Detail Table Name Design 13tuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk Bdrm 2 c 1550 47 63 0.231 6.0 Ox 0 VIFx 18.8 85.0 stl Bdrm 2 WIC h 196 9 6 0.225 4.0 Ox0 VIFx 21.7 85.0 stl Bdrm 3 c 2653 86 109 0.221 6.0 Ox0 VIFx 23.8 85.0 stl 8drm 3 WIC h 280 12 8 0.225 4.0 Ox 0 VIFx 21.5 85.0 stl Bthnn 2 h 145 6 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 stl Dining h 3950 175 142 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2 Family h 3493 154 126 0.184 9.0 Ox 0 VIFx 35.8 95.0 st2 Kitchen h 5260 232 169 0.195 8.0 Ox 0 VIFx 28.1 95.0 st2 Mstr Bdrm c 3839 97 157 0.192 7.0 Ox 0 VIFx 24.9 100.0 SO Mstr Sthrm c 1347 53 55 0.183 5.0 Ox 0 VIFx 30.9 100.0 SO Mstr We h 190 8 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 SO Mstr wlc h 302 13 12 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 Powder h 1600 71 24 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2 Retreat c 4237 121 173 0.234 7.0 Ox 0 VIFx 17.7 85.0 stl Utility c 1037 14 42 0.239 4.0 Ox 0 VIFx 15.2 85.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 172 230 0.183 521 9.0 0 x 0 VinlFlx SO SO Peak AVF 468 639 0.183 813 12.0 0 x 0 VinlFlx st2 Peak AVF 632 461 0.172 591 14.0 0 x 0 VinlFlx wri htSoft' 2017-Nov-1016.25:27 g Right -Suite® Universal 2017 17.0.23 RSU24020 Page 1 A4C, CA... eganPoint7510AGS%Lot17BIk1ReganPoint7510AGS rup Calc = MJ8 House feces• 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 1100 1100 0 0 0 0 Ox 0 VIFx C Wil htsoft• 2017-Nov-1016,25:27 9 Right -Suite® Universal 2017 17.0.23 RSU24020 Page 2 ACCA...eganPoint7510AGS\Lot17Blk1ReganPoint7510AGS.rup Cak = MJ8 House faces: SW aw u py n rtI Lb----------- a ' gv A S IT NMq rT •r.r 3 L \ . i OP33000 i v, n LG. ggggg ihR I to Ar0 w Zp r* Y S Z arp. it tlitlll N S 1, 1 1------------ 4 ; t; o W sA MII01 cr M o30hT AA 0 c iliasa : M 10 n _ >! B Q 0 BUILDER: David Weekley Hones REVISIONS Dcl Ar PLAN : 7510 A GRE DATE BY { '*'rq hr CandWaiirq & PefrcIcraban,Inc. LOT 17 6.06.2017 CA 951 COd150 Way SUBDIVISION Reagan Pointe 11/10/17 JH 5a,ford FI. 52771 DATE: 12.30.2016 ---- -- Now:407-831-2665 DRAWN BY: FJF ---- -- Fax: 407-333-3853 SPEGAL PLUMBING RECORD COPY wi vi0. Jul Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 2S6-1234 Fax (321)2S0-2304 PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 17, 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:4. BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS r 1 : _ . FOUND IN CITY OFLAKEMARY, COMMUNITY NUMBER 120416, DATED 09/28/2007. r • 'S CERTIFIEDTO: K fe.g i_ DAVID WEEKLEY HOMES 0 GIPPER CIRCLE, NFORD, FLORIDA 32773 6 0 Gipper Cinie as Proposed Elevation Sanford, FL 32773 TOW = Top of Wall Area Calculations Total Lot Area- 5,022 eq R (100%) Impervious Areas: 2,398 sq ft (48%) Pervious Area- 2,624 sq ft (52%) Elevations ale based on civil grading plans. Lot is Type "A" Grading Plan Tract "A" Open Space / Recreation (Common Area) c 0 E c oG U O Q o rn U U 0.' y1r) V O Ma Z C D e\ a L1 S 79'30'36" E 7.54'(P) L2 S 34*31'12" E 34.67'(P) L3 S 06*39*48" W 42.32'(P) C10 R=75.00'(P) L=51.15'(P) A=39°04'36"(P) Chord Bearing= S 60°23'46" W 50.117'(P) C11 R=75.017(P) L=21.90'(P) 6. A=16°43'43"(I GD Chord Bearinc S 88°17'56" W 21 1 GQ yOaG.... .... des P :::::.:. I ZON1N, •DAT i ••' 5`' Ok t t d Lot 17 '9 A.3 J 5' •U. E. ere° C1.1 5 Conc. t. Sidewalk Edge of Pavement Right -of -Way Varies) P.C. located orI rract"A- Gipper Circle Asphalt Road)(Tract "G")(Common Area) Date: 11/6/2017 Date Completed: 11/6/2017 I BY M.C. File Number.IS-42102 PP Legend- C Calculated PC - Point of L]wa care C@8 CentMlneConcrete at.* P0. Pepe PI - Point of Intersection CM Concrete Monument P.O.S. - Point of BeginningCone. Contaete P.O.L. - Point on WAe PowerrnentDEDral0asepeEeaementPRM - Reference EsmL Eaaanelti MonuctWe F.E.MA - Federal Emergency PT . Point of Tangeticy Management Agency R • Radius FFE Rntshed Floor Elevation Rad - Radio! Fnd. Found R&C - Reber 6 Cep Us Iron Pipe Rec. - Recovered M Meeculed Sig -Set Robot & N3D Nag 6 Disk Reiter Cap'LB 762r N.R Non-Radial Typ -Typical ORB Of ctol Ramds eatdt UE - Utility Calls am P Plat WM -Water Meter P.B. Plot Book A - Delta (Central Angle) 0- Wood Fence 0- • Chain Link Fans o cons ru sing e Lot 18 with setbacks and im; shown on plan. DoeuSignod by: Pa#vi& T. (vY.(aua 810E063FCAE64ES... Survey Is eased upon the Legal Description Supplied by Client. AbutUng frosmilet Deeds have NOTbeen Researd" nor Gaps, Otetlapsand/or Hiatus. Subject to any Easemenu and/or Resukdons oftlemr4 aeathq W Ih sho.rttieteart h Assumed and Based upon the Unt, Denoted.Atha'ea' aulding Tles are NOT to bo uaed to reconstruct property Lhres. Fence ownership Is NOT determined. Aw(Ovethangk Underground UWItiesand/or footers he" NOT been located UNLESS otherwise noted. SepUc Tanks and/or Drabfleld locations are approximate and MUST be verified by appropriate Utility location Compardes. Use of This Survey for Purposes other than Intended. Whhout Written vedtkatbn, Win be at the Users Sole Risk and Without LYbinty to the Surveyor. Nothing Hereon shad be Construed to give ANY Rightt or aenents to Anyone Other than those CerWled. POINTS OF INTEREST- DRIVE CROSSES UTILITY EASEMENT. This is NOT a Boundary Survey Graphic Scale 1 3 6 I Scale: 1 "=30' home s area Carted to tie Bost of my Knoadwgo and Basel as roc9Mly Stu Direction on ue Daro Shown, Bored o, lnlodWbn turnis ed SW Conforms to the Stondarda Of Practice for Land St ie or Florida In accordance with Chapter 5J-17.052 Flodds a" Cedes. Pursuant I%AWjtbn 472,,Q27 Florida Statutes. THE K. Ireland & Associates Sume*ng, Inc. 1301 S. International Parkway ! Suite 2001 Lake Mary, Florida 32746 www. Irelandsurveying.com Office407. 678.3366 Fax-407.320.8165 RECORD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,022 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2807 VA total 5807 VA gu w,ti Dryer 5000 VA Disposal 650 VA SAtLi;_ oRo Dishwasher 1200 VA o Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA 1 7- 3 3 5 9 Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 r Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: This document has been electronically RECORD COPY signed using a Digital signature. Printed copies without an onginal signature muat be verified using the original electronic version. Alpine, an ITW Company Illa" 2400 Lake Orange Drive Suite I50 Orlando FL 32837 \1P ••• 'i Florida Engineering Certificate of Authorization Number: 0 27 /.•'• I•'••: r Florida Certificate of Product Approval # FL1999 •• GEN,- f •• Page I of I Document ID:I WSP408-ZO706095231 • No. 70a61 Accu- Span Truss Company r i t 1843647510 - A (MBRTray) -DAVID WEEKLY -- Lot 17 Re 34 Florida Building Code 5th Edition (2014) TPI- 2007(STD) Alpine Software,Version 15.01. The Identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - 37.0 PSF a 1.25 Duration Floor - 55.0 PSF a 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14030EC1-GBLLETIN-BRCLBSUB-14015EC1-STRBRIBR-DEFLCAMB- Ref Description Drawing# Date 1 25530--A1 17310247 11/06/17 2 25531--A2 17310243 11/06/17 3 25532--A3 17310244 11/06/17 4 25533--A4 17310236 11/06/17 5 25534--A5 17310245 11/06/17 6 25535--A6 17310216 11/06/17 7 25536--B1 17310235 11/06/17 8 25537--82 17310242 11/06/17 9 25538--C1 17310214 11/06/17 10 25539--C2 17310225 11/06/17 11 25540-41 17310238 11/06/17 12 25541--F1A 17310234 11/06/17 13 25542-42 17310226 11/06/17 14 25543-42A 17310241 11/06/17 15 25544-43 17310231 11/06/17 16 25545-43A 17310232 11/06/17 17 25546-44 17310240 11/06/17 18 25547-44A 17310237 11/06/17 19 25548-4411 17310223 11/06/17 20 25549-45 17310217 11/06/17 21 25550-45A 17310224 11/06/17 22 25551-46 17310230 11/06/17 23 25552-46A 17310229 11/06/17 24 25553--FG1 17310222 11/06/17 25 25554--FG2 17310233 11/06/17 26 25555--EJ7 17310228 11/06/17 27 25556--EJ7A 17310246 11/06/17 28 25557--CJ1 17310219 11/06/17 29 25558--CJ3 17310227 11/06/17 30 25559--CJ5 17310221 11/06/17 31 25560--CJ5A 17310220 11/06/17 32 25561--CJ3A 17310218 11/06/17 33 25562--HJ7A 17310215 11/06/17 PftT f 14 jA (MBRTray) r c '•:A ORIOr' sS ONAI E° 11 / 06/2017 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite I50 Orlando FL, 32837 SANFORD 1 7 - 3 3 5 9 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1!54:30-/751U - A (mtfKlray) -UAVIU WttKLY -- LOT 17 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 Pointe - Al ) 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, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi (+/-)=O. 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. 4X6(R) m 3X6(A1) =_ 3X6(A1) is 1-4- 1-4- L 15-0-0 J _ 15-0-0 _I 1310 U=311 =4 30-0-0 Over 2 Supports RL=180/-180 O„"-...... 111"'% R=1310 U=311 W=4" Design Cri t: FBC2014Res/TPI-2007(STD) P ••Nk - ,%` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. •' ' %0_ TY: 15 FL/-/5/-/-/R/- Scale =. 25"/Ft. a d OInc.•. AN ITWmMPIOM pearl NGI • • W-010 AND Faux ALL WTES ON T14 s MM WA IWONTA0T•• FURNISH THIS ORMNO TO au COMM., M INGWIIfI TICE It6TALl8Ri Tr ..... .ee,rl r. eat rea. Car. 1, fabrl cal l ng, handling, shi ppi ng. Installing and Orml np. MfOr IO anq la l the latest odltl- of .CSo (aid' Component Safety Inferaellon. by TPI and IFrw for safety prOleI< prt 10 p-N-1n9 trose faKllons. Iroldlers .Tall prwle. 1.asarary I—Itg par 11 tad-, -,ad Iop chore shall haw properly It -had str—t.—I sheathing and botta Chore shalt row a properly all Igld Ni •,, •T er • ling lnca11 ohs shown for perlaal nt nent lateralrestrorwebsshall new bract no Instal l a0 Ions ,O, as appl ale. ICabl•. apply pl10KhfarceOf Iruss aposl I on as shawl, abde o the Joint oatalls, unlessnotedotherwise. Rorer to dray ngs IWA-t ror standard plat. positions u pI na. a el r sI an or Ira pen h ng — A n is croup n A 1 rot b 1 ror for a o Nor . s boa at. m rrda red rg, anry, ratlaretoWI1ethetrvss1n <onroraanco .I to Al15t /rn 1, or tor mm at I ng. snl ppl at. Instal I at on A bract ng or Ireaib 0. D8 1 Z: i O T • C t S7c •,cr e / ss;• ...... .. N(7 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10. 0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 25530 DATE 1 1 /06/ 1 7 DRW HCUSR408 17310247 HC- ENG KD/WHK SEQN- 508772 2400LAW OM gtDr.,SWte150 r a i iiy ie tl'rofe tMea°'0v', II.h'd.',"° »',a fw'7ify.'ndI". dof`1 5 er.:r$'"for any sstet',"0f'ar :'Y wpe+Iallfy or fla Wlldlrp goalgrar par ANSI APO I See.2. S ONAt,•P 1 DUN. FAC. 1. 25 FROM CH 61SPACT NG 24. 0" JREF- 1W5P408 Z07 OIIzW,%FL 32837 FLCOA90273 Forwr. Inforwallon see this job's general notes pege and these eat, sltes ALPINE eae.dplhalIa cow. TPI were tpinsl org, ITCA. ws sbclndustryy Care ICC: awa.Iccsare.arg illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I, 1U4J6-//,1V - A I,MISKIray) -UAVIU WttRLT -- Lot 11 Keagan Pointe - AZ 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 "136" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 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. 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 ERECTI01' 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP 6, 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. Gable end supports 8" max rake overhang. Top chord must not be cut or notched. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 5X8(R1) /i 3)C4 kA I ) - 3X4 (Al ) - L 15-0-0 _I_ 15-0-0 30-0-0 Over 2 Supports R=593 U=149 W=4" R=111 PLF U=26 PLF W=18-4-0 RL=180/-180 Note: All Plates Are 2X4 Except As Shown. MIII H;/µ fApk Design Cri t: FBC2014Res/TPI-2007(STD) p`....••e.•, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. •;?i ISt''T•_6_0TY:1 FL/-/5/-/-/R/- IIPOIiA1R•• FWOSH THIS OW1N0 TO all COHTOACrm IMCLMW THE I16TALLM Trusses r•wl ra "Ire w • I n rabrl utl rg, Nndl l rg, and ppl rg, I,tsltl l i ne end pracl p Itafer to and Iha Ietesi oditlon of SCSI (aulldl,g Coapanont Safety Infora•tlon. by T t and MICA) for safety practicgh to p•rforal no Rase functions. Install Mrs shall prwlde t.aporery preclnp per OCSI tha ess no"d .th top chord shall have properly attached structural sh.-hl ng and botto. chord shot hove a properly tt: rlgld Co... no I-:tlons shoMn ror pereanent IaieraI r•ilral rat or eabs shed hove eracl ng Instal l ad pa O eons q. A or 610. as applicable Apply pl at•s to each race or truss and goalum *a chant *eeva 1 d Cho Jel nt Oatall S. uN *as noted *Choral So Ifofor to draaings I60A.1 for standard plate positions U pl no • dl vl sl on of Oft Sul l dl ng Components Group Inc %hal l rot beresponsible for any do A at l on In real no: any Collura to pull ld the truss la conforaonC* al In ANSI/TPI 1. or for handling. slipping. AN IrWCOMMW Instan aim A bracing of I — — A an this eraal p K ts7vaf papa I l all p tM a ttrM rag I tWl Cat" peeaptphlep t/f prOMsl atpl agl lwl r"paR1 M 11 ty GM M y fbr the deal pt tdtaat The -I taW 1 i ty Will use or (NI s areal ro fef any Structure . 2400 Life Omp Dr, Smtc ISO r spaal M I I ty of the pM t dl w 0"1 Orr per ANSI /In I Sec.2 OdmikFL 32837 For More Inf—lion Sea this IWO, general notes page and these Sob sites: FL COA 40273 KM NE: — e1 pl-11. coa. TPI Me. tpl nst. erg. •TCA: aaa sbcl,ri. try coo. ICC — ICcsa f.. erg 1 iam H. Krick Lic. Number TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 iSPACI NG 24.0" 7-1(-3 0-4-0 0-8-0 Scale =. 25"/Ft. REF R408-- 25531 DATE 11/06/17 DRW HCUSR408 17310243 HC-ENG SCN/WHK SEQN- 508582 FROM TH JREF- 1W5P408_ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 18436-/7510 - A (Ml3Hlray) -0AV10 WEEKLY -- Lot 17 Reagan Pointe - A3 ) lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 9.00 ft from roof edge, RISK CAT 1 1 , 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. 20" due to I i ve load and 0. 26" due to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 11.80 ft. factor for dead load is 1.50. from roof edge. Laterally brace BC above filler 0 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 4X6 so 4X6 to 0-4-3 i T a = ;)Ao iM 2X4 01 3X4(A1) s 6X8 i) 10-7-8 1 4-0-0 13-0-0 9-7-8C. -0- 17-0-0 30-0-0 Over 2 Supports R=1140 U=125 W=4" R=1210 U=145 W=4" RL=155/-149 STD) Design Crit: FBFT tP e• H•. yr @TY:1PLTTYP. Wave RT O%(%)/O(0) 15. FL/-/5/-/-/R/- Scale=.25"/Ft. WARM NGI " MEAD AND FOLLN ALL NOTES ON nd S ORANI MI IW-WTANr•• FUed91 THIS IRANItso TO ALL ctu rNAclals INCLWIKTHET0IISTALLONS. 9= TC LL 20.0 PSF REF R408-- 25532 Trusses reVulr• extra.. cars In rmrtcating, nanall,q. snipping. lastsand ltng abrsct,g store, to and all the latest edition or SCSI (wilding Component Safety Informotlon, by TPI bad Mal for safety pr.cll< prl 0.7D8 1 % n TC DL 7.0 PSF DATE 11/06/17 to performing these ( unctions. Installers shell prwldr 1 mporary brocing Per NCSI W ass noted of top chero snail nsve properly altan:hed siruclunl sho.thl.p and bottom chord shall hew • properly bit rl gld cot ling I.= llaaa shoo., for permaneal lateral restraint of aebs shall new broclnp Inst•Iled Scs BC DL 10.0 PSF DRW HCUSR408 17310244 jp 0 2 g Il onsu. a or N/e. as spot I cast •. split y plataa to each r«• or truss tiro pass a on •a shoo. •bow the Jant atolls. weal noted ethereal so. War to droolnps lew.z for st.wrd plat• poslaons S d AI pl no. • el vl sI on or 1 TV But l dl ng Components Group I nc shot I rot tq responal bl o for any owtell- fro• rs Ihit. any , allure to butld ino truss In contorhoMe •Ito ANSI/TPI 1, or tar handling, shlpplap. e i e••• BC LL 0. 0 PSF HC—ENG SCN/WHK SEQN— 508743 AN RW COMPANYtmt•t l all on s bractng of trusses. a its .......••• G s470NA1, TOT. LD. 37. 0 PSF rq pPontoq rts1 W 11tysalMyptorhedesIlaaoel tro T1rIN eaW f 11ty~iM wm er tM idrM nofarstr ciw t N DUR. FAC. 1. 25 FROM TH r spawallty of the Ilwlang0-19n r N6I/TPI I Soc.2. 24MLA COMVOt,Suite 150 par Is t 24. 0" JREF- 1W5P408_ Z07 OIIInk FL 32937 For mpr• Informallun seat this,aa•s general holes issue and the.. -ob st t.s FLCOA90273 ALPINE: ass, at pi hotto. coo. TPI see tetmt org..,CA• ....sectmuatry.cam. ICC .m. t—Co.org illiam H. Krick LiC. Number 70 6hsPACING THIS DNIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 10430-//b1V - A tMUKlray) -UAVIU VILLKLY -- Lot 1/ Keagan Pointe - A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W4 2x4 SP #1 Dense: Lumber value set "138" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. Laterally brace BC above filler 0 24' O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 2X4 10 0-4-3 1 T 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 9.00 ft from roof edge, RISK CAT 1 1 , 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. 20" due to I i ve load and 0. 26" due to dead load. 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. 5X6 a 5X6 a oA0 a Ono = 3X4 (A1) 2X4 pl a I" 4 - 9-7-8 0- _-0 17-8-0 - - 30-0-0 Over 2 Supports R=1140 U=128 W=4" R=1210 U=148 W=4" RL=135/-129 Design Cri t: FBFT k ryr` flTY: STD) e HP'M. PLT TYP. Wave 15.' OF RT 0%(O%)/O(0) 1 FL/-/5/-/-/R/- Scale =. 25"/Ft. fARNI NG1 •• ItW AM FOLIO ALL mores ON has MAIII)I6I TC LL 20. 0 PSF11sVRTRNr•• /"AIDS; THIS CONINNG TO ALL CONTRACTORS IRCUOINO IIQ I167ALLERS REF R408-- 25533 moss....dut r...trose car. i. marl e.0 p, home p. Ohi pal p. Inahn 1p and ar«Ing. War to .M all the latest adltten of SC$: (whldlp Cossohent safety lnforaatton. by TPI and WCA) for safoty vractic ,rl 0, 708 1 33 TC DL 7.0 PSF DATE 11/06/17 to p.rraratp thisv fG t ons lastallrrs .roll wevtda t.aporary bracing v.r SCSI W... role al DRW NCUSR408 17310236 top chord sna11 hove property attached structural sheathing and eottoo clove shalt haw a preporty sit. l gld camp. tat. dons .I...n hr par. .1 iataral cost nhnt or wes shoe new er-Ing Instan ad RCS T,, A R.O, i.aa apply O • O BC DL 10.0 PSF G po tl— or as avvl .. pl Gies to .sch race or truss and goal a on as show. altew One Joint Oetall a. udass noted other.lso. Rohr to dreeings IWA-1 for standard plot* Posh Olen.. S T BC LL 0.0 PSF HC-ENG SCN/WHK At vl nee a m .1 Sl an or I TV l d the t ss I n nh troop Inc n AN not eo for tar a o for . a letng . fro. real p. any hI l are to builda the tress I n conrora.nc..I th ANsI irph 1, or for horel I p. sm avl p. a 4ti , ••. IIwmA4wl«r Irgt.Il.t1m a ar.clp or trusa.a GSS/pNAt r: TOT. LD. 37.0 PSF SEON- 508763 a1m".Iy'°(e'r tho°D10= lli`istting ttiitlew t1t1w"Piti:.e tla~. of t9defttrpp "eel srolwlearll DUR. FAC. 1.25 FROM TH 24ML16eOwrDr. Suite150 ality of the Adldlp Onlgnor par ANSI/'M I See.2. t NG 24. 0" JREF- 1W5P408_ZO7 37r •era h s-this ) rah page one CC. - tLCOA00273ness to.tlm t -9 AlplNE: al ph —it.. es. 101 . tvl nst RTCA . sbcl Most I«,.re art; iliiam H. Krick Lic. Number 70 6PPACI THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 104JO-/1DIV - A kMOKIV, Value Set: 13B (Effective Top chord 2x4 SP #2 Dense T2 2x4 SP N1 Dense: Bot chord 2x4 SP p2 Dense Webs 2x4 SP #3 UAVIU WttFLT -- LOT 11 T1 2x6 SP SS: vo1 nTe - A, Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC Q 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load Is 1.50. INOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 0-4-3 I T 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bid not located within 9.00 ft from roof edge, RISK CAT 1 1 , EXP B, wing'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. 19" due to I i ve load and 0. 26" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6 a 2X4 m 5X6 a r ul OAO a &^-t w 3X4 (A1) 6X6 e - f 6-7-8 _I_ 12-0-0 9-0-0 ,I f 9-7-8 T1_g_gT 16-3-8 '1 30-0-0 Over 2 Supports 311 R=1140 U=256 W=4" R=1210 U=287 W=4" RL=115/-109 STD) Design Cri t: FBFT 'P ..H, k/r` QTY: PLT TYP. Wave RT O%(O%)/O(0) 15. 1 FL/-/5/-/-/R/- Scale =. 25"/Ft. IWOUAIfr'- FTIN'Oq19i Tll°ls°owl`w 'ALL OM1.acmla MCI=AIIIlNIT a 0NIFTALMO,,. TC LL 20.0 PSF REF R408-- 25534 d O AN Ir'1N CDlt4iY1NY 24MLd< OlaWOr. Suim150 Trusses rpulr• aslra.a caro a faarl<aU,lg, MMIIp, Mlpplrp, installing .ro Oradnp a.r.r a . al IIW utoat odl Ilan •I KSI (WII OI ng Cosponent Wally Inrli—lion, 0y TPl and .TCA) far sorely pr.otic prl IQ W forsing these ra,a:tlons 1-tall— Malt provldo t.Iapor.ry arecing u r .CSI. Nnlass noted of top cord ah•II new propar$V atlaehcd atructurtl shalithing and eollas chofa %"II have a properly aft I old calling locations anon ter pert t lateral restraint of was snail love oreclnp Insta/lad KS the oin ls. lT or la, as applicable. I lefts le each taco of truss aro rd 911te as Moan anew the Joint Details, unl. s roped c.) s• Rorer to todrooll eacha aco offar saro•ro put• poalll ant Hero. • dlvlslon of Ill' llulldlr.g Cdwenty is GroN Inc. shall not ee r.spon.lalo all any dovl.11en r..l rtg, any'— relay. to wild lno true, In <onrorsaro. .l th NISI/ml ,. or ter nandllrlp. Mlppl ng. l nsal I aI'— I on a bracing of tr.,aaes alp boa/ apt r ap'a'd'Wu 11 Tym Npre . fd..pr 11.1n tro r1Nau s1'a'iel lty w of tM s drai rQ Professionalatru — itr.ap..,alwlltr of tlr Sul 0tono 0"Ioter par moo/IM , S.c.2. O. 08 1 i 3 O < = iT1etc, Dl• .... Ia.•`.t1 f Vs fUAl E , A.•--- I TCDL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT. LD. 37. 0 PSF DATE 11/06/ 17 DRW HCUSR408 17310245 HC-ENG KD/ DF SEQN- 508749 DUR. FAC. 1. 25 FROM TH SPACING 24. 0" JREF- 1WSP408 Z07 Odando, FL 12137FLCOA90273 ForInfotlon ss,thiPs job'sgeneral notes page and these woe at tea: ALPINE: *I ofnalt. . TPI: t Inut.x ITCA: sbclrooatry.roa. Ice 1—are.erg lam_ 1lliam H. KrickLie. Number 7016f THIS ONG PREPARED FROM CONFUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 18436-/7510 - A (MBRlray) -UAVIU WEEKLY -- Lot 17 Reagan Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP N1 Dense• T3 2x4 SP B2 Dense: Sot chord 2x4 SP N2 Dense Webs 2x4 SP 83 :W4 2x4 SP Y2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at 0.00 to 56 pif at 7 00 TC- From 28 plf at 7.00 to 28 pif at 23.00 TC- From 56 pif at 23.00 to 56 pif at 31.33 SC- From 20 plf at 0.00 to 20 plf at 7.04 SC- From 10 plf at 7.04 to 10 pif at 12.33 SC- From 10 pif at 12.33 to 10 plf at 22.96 SC- From 20 pif at 22.96 to 20 plf at 30.00 SC- From 4 pl f at 30.00 to 4 plf at 31.33 TC- 456.12 lb Conc. Load at 7.04 TC- 187.64 lb Conc. Load at 9 09,11.09 TC- 169.13 lb Conc. Load at 13. 09. 15. 00, 16. 91, 18. 91 20 91 TC- 385.67 lb Conc. Load at 22 96 BC- 227.21 lb Conc. Load at 7 04 SC- 102.65 lb Conc. Load at 9.09, 11.09 SC- 126.68 lb Conc. Load at 13 09, 15.00, 16 91, 18.91 20.91 SC- 478.78 lb Conc. Load at 22.96 Laterally brace SC above filler • 24. O.C. (or as designed) Including a brace on SC directly above both ends of filler if no rigid diaphragm exists at that point) 0-4-3 1 T Pointe - A6 ) 5X6 a 2X4 In 2 COMPLETE TRUSSES REQUIRED Nall Schedul e: 0. 128"x3 min nails Top Chord- 1 Row 012.00" o c Sot Chord: 1 Row 012.00" 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 bdg, not located within 4.50 ft from roof edge, RISK CAT 1 1 , EXP B, wind TC DL-4. 2 psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection Is 0 29" due to I i ve load and 0. 37" due to dead load. 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 Calculated vertical deflection is 0. 48" due to I i ve load and 0. 61" due to dead load at X - 12-0-0, 1) 2x6x7-9-15 x SP SS Top chord scab centered 3-8-0 from left end. Attach to one face of chord with (3) rows of 0.128"x3", min. nails • 6" O.C., staggered 3". 3X4 m 4X6 a 5XB =- f no = ZA # III 3X6(A1) a 2X4 In 4±_a0--j 4-7-8 16-0-0 7-0-0 9-7-8 0_ _0 17-8-0 30-0-0 Over 2 Supports R=2600 U=578 W=4" R=2753 U=665 Wit" PLT TYP. Wave Design Cri t: FBFTRT 0%(0%)/O(0) ( STD) 15. P' H. ; e, `QTY: 1 FL/-/5/-/-/R/- Scale =. 25"/Ft. ARNI NGI • • SEAR AND Po1LA ALL NOTES ON THI S WM WA IirmTANT•• FUMSII TNI5 g11MIWe To ALL <ANRACTSNS I11C ImINg TIME INSTALLIM sty TC LL 20. 0 PSF REF R408-- 25535 Trusses I-ulr..atr... care In rebrlc.ti q. hands ng. shippl,g, imbrling and bracing "for to • 1 •' TC DL 7.0 PSF GATE 1 1 /06/ 1 7tro ..teat edl at an er SCSI cwll at ng Component wary Inror..Tl on. by rvI and rtru) for s,rety vr•cn prI o 708 i to parforai np these r nctlons. Installers sh.11 woelda l„mperary brace hg par SCSI U,dass noted a Iop chord shall rove proporlY atta<roal alructural ahoothi ng and boa la• chord shall roee a proporly ate a i w rlgld <.IFing tecaUab slWall ror per.dnant nwnt restraint or aebs shall need bre<Ing Installed WS • 3 BC OIL 10.0 PSF DRW HCUSR408 17310216 sections Ns. NT or Nlo, as •ppl leable. Apply plates to own race of truss and ptniuon s sheen above tro dint oot•I a. unless noted otheralsa ddf.r to dreaings 16"-Z for standard plate positions e S T $ d Lam- O aoind. • dlelaloh or ITr wmm g eo o cva tromp end ahon rot be respohslble for any awi.um r •.• Q'P BC ILL 0.0 PSF HC-ENG SCN/WHK r.alng. any radar. to f tI itru the eras. In <onadrNende .I in ANSI.TPI t, or ter rond1lq.:hlppilq, , ..( TOT. LD. 37. 0 PSF SEQN- 510057 ANIrWmMipINYIreunetaonaer.cl ng or truss. pCCpp a ( „•e .[. N 1'aapolW W11 ttall ysplal yS/br t11air "i dealIlattlro The sW t•Wrol tY iM teedi of thlTpw l ry for~ate st sun 1 i "o F1` 2400Lake01a pDr,Stux150 alley of the Sulla.9 0-1Snar par ANSI1na1 I See. a. 4 Aq I pti' DUR. FAC. 1.25 FROM CH Odaidd,FL 32937 For mare InformntIan see thla Iob•a general notes page anal these aob sit.s: FLCOAi027E ALPINE eaa One to come TPI . tpinst.org m NTCA sbeind etry toll.. ICC ea, Ic<s•re.oral illiam H. Krick Lic. Number 70 61SPACING 24. 0" JREF- 1W5P408 -Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I0930-/1*IV - A l,MCKlray) -UAVIU Wttr LY -- LOT 11 Keagan Pointe - 131 ) 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 "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 =_ 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere in roof, RISK CAT 1 1 , 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. Bottom chord checked for 10.00 psf non -concurrent live load. 7- 3-4-3 20-4-0 TT +/- 0-8-0 2X4(A1) 2X4(A1) LO 1-4-0iIJ LOG 1-4-03-J LL 6-0-0 _I, 6-0-0 _I i le 12-0-0 Over 2 Supports R=534 U=122 W=4" R=534 U=122 W=4" RL=89/-89 STD) Design Cri t: FBFTPLTTYP. Wave RT 0%/ %)/O(0) 15.Z%P'M•H• /ryy' QTY: 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. DMRYANIrWGW24MI. AcDrawDr.Stctelf0 NOPOORT, ' Puousw m;S ORATI FOLIO GToALLi NOTES0"I' "a silu°'imlM naIllsrAUM Trusses rwpu1r..,,re• car. 1n ramcat1ng, handling, shipping, InstalIiro age treeing Rotor to a at the latest odltlm or lCTl isolldlIV Caopononi Safety tnforwation, by TPI and WCA) for safety proctl prl 10 porrort•Ing these fnnctlons Installers still wthAde temporary tracing per RCS1. Uhl •sa noted of top chord shall heed wigwely altwchod st Netural sheathing and tottow Clore shall gave a properly sit rlpld co,llnp. r;llons shown Ior p.rYreni I.1-1 r.steelot of vets shell new bracing I..letled t1C5 cans RT, al S. RID, as applicable otherapply plats is each (.ce of trans aro peal lion as sloven .two innJointgatalla. WsT rota atMrndH Irogr to drawings lend for at.n.•re plot* pofltluna AI pl mp. • di t al an or I ri 1lul l ding Cc I it Con group Inc shall net m for toe «o for any dopi al i on r rawing, any, to re to WI10 the truss In <antOfMne. .l in ANTI/TPI 1, or for hon011 np, fhl ppl ng, iwl. tlue A bracing or I—.— tatit this ygtt Ir'O.s''«e:: ° n 'wl wgity. r'n"in . aI tldTraa I tgM'fa ' tru t'v Rg mp' i411h. alltyoftin. INdlang 0-19 1 par MISI/TM t S-2. t iy O. 08 1 3 21i = c T O ; fr s7A' sy`• Is ••''G ASS/phi Al. r :t AIM TC LL 20.0 PSF TC DL 7. Q PSF BC DL 10.0 PSF BC LL 0. 0 PSF TOT. LD. 37.0 PSF REF R408-- 25536 DATE 1 1 /Q6/ 1 7 DRW HCUSR408 17310235 HC- ENG KD/WHK SEQN- 736734 DUR. FAC. 1.25 FROM TH 6FSPACI NG 24. 0" JREF- 1W5P408_ZO7 O& nU FL 32937 FLCOA90273 Per . era Inrorwal I on sae Inls lob s general notes P." one these vet sl tea: AL"". w.n, at pi netlo Cow. TPI woo tpinst.erg. VrCA: was stcinndustry coo, ICC. eve I..—Co.erg illiam H. Krick Lic. Number 70 11/ 06/2-017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 125436-//blU - A (MrfHlray) -UAVIU WLLKLY -- LOT 17 meagan Pointe - 62 ) 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 "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, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi (+/-)=O. 18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 3-4-3 20-4-0 TT +/- 0-8-0 cnn %.n I / = ZA-4 \M I ) to LIS 1-4-03-j L* 1-4-0i-J 1_ 6-0-0 — 6-0-0 _1 12-0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 RL=-7 PLF Design Cri t: FBC2014Res/TPI-2007(STD) ..H: ` ,, k'- PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 7• TY: 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. IOWrrANr•• P SN THIS O NG TO AAMFOLLONLLVMS ON M WIIFCllltf INSIALL 15. TIC LL 20. 0 PSF REF R408-- 25537 Trusses raditl eslrer nare h" f•erl<atltg, handling. shlpplry. In,blllry am eraclnp Refer to. (nMl Jr. I•toft mat tl on of : SI (dull ding Component Safety Information, by Tat Ant MICA) for safety practic prl p% O.'08 ' s TIC DL 7. 0 PSF DATE 11/06/17 to porferslry thew runctlaha Installers shall prwlde lnapor•ry bracing par SCSI. Unless ,ete0 of s• A DRW HCUSR408 17310242 l op'herd shall hove properly •ltached structural sheathing and butloa chord shall Mvo a properly sit Mold MIIInp L-111— shade tar p—Glint later•I restraint or sees Shall have bracing installed C CBC DL 1U. 0 PSF G O ( I ens n. aJ er asp, as applicable. apply plalss to each face of truss and position as at— •bevy the Joint stalls. uaess rated otheMse War to drsainys 144A.Z for standard plot* posh tl Ins. S T O ; F BC LL 0.0 PSF HC-ENG KD/WHK CpIplro. • y vl sl on of 1 Te W I 1 ah ng ssI nests oroup Inc. n A 1 rot 0o responsible for any dovl •tI on r t raitg. any Calla to but ld IM truss In canrorsen<• sl th I1N51 (TPI 1, or for Mttdllno, shl ppl ry, w Q as 4 SEQN- 736731 ANRWmMiMNYihmt.n.0 on a br«Iry of lrttases t TOT. LD. 37.0 PSF anal en tnla draslaptK nbysr Ilsps Ilstlry title draNllp indicates, srsaptsnea nK pAfassl ensl .p1hMNr110 responal tN l l ty set*( /er (Ise seallT ShatNn. The SW tW li ty and uss of this arsalng for any strve1we I t t {V YbNA1. `_.l 24M Like Dr.. Suite 150 r par I /t Sec l r•spo"si 01 I I ty of ilia v1I at ry pal paANSI Nllll DUR. FAC. 1. 25 FROM TH 6FS PAC( NG 24. 0" JREF- 1W5P408 Z07 Qd kA9j 3j7ForsoreI"ferYtIu" wo thla Iop. sy "oral notes pep• ands ess' IC, sltes•I''safe.ore ALPINE .e..alpt"•it—ass: TPI: sas tpl"at or t/fCA ass sacl,auetr illiam H. Krick Lic. Number 70 11/06/2017 THIS OMi PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IB436-17510 - A (MI3RTray) -0AVIV WEEKLY -- Lot 17 Reagan Pointe - C1 lue 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 "13B" uses design values approved 1/30/2013 by ALSC Defl ection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 =_ 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=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 2X4(A1) w 2X4(A1) a L 1-4-0iJ L 1-4-0al) L 6-0-0 _I— 6-0-0 J 12-0-0 Over 2 Supports R=530 U=66 W=8" R=530 U=66 W=8" RL=64/-64 STD) Design Cri t: FBFT \P. V PLT TYP. Wave RT O%(O%)/O(0) . 15. 3 /TY: 2 FL/-/5/-/-/R/- Scale =. 5"/Ft. rrARNI HGI ' • READ AM FOLW NOT ESTES ON TIO 5 ORM NCI I M$ORTANr• FUM SN THIS ORARINc TO ALL OONWAA tilACTOPIS00tNo THE INSTAILLM. TIC LL 20.0 PSF REF R408-- 25538 Trusses ra0ul ra ..Irma c.ra I n raerl Catl ng, hendl l , sh1 ppl rtg, l-1.111.9 .ho brad ng War to . roe the $. test odlttm or •CSI (RullalIV COM—; Safety Inf.—Ilm, try Tat aho WICA) for safety practl pr1 0. 708 1 3 TIC DL 7.0 PSF DATE 11/06/17 to parforeing these functions lnsl.11.rs shall provide I.epor.ry brad., per SCSI Unless noted of sei top ` herd shed have preparly ai"`hod structural sho.lhlhot a 6 eat toe chard 'h.1I he,. a propor$y at` rigid calling Lec.11ons sheah fa p.rt anent lateral ref lrN lit of —1m; shell havo 01-1.0 Instal$ed BC OIL 1D. 0 PSF DRW HCUSR408 17310214 d po rg ecll ms 83. 51 or lid. as .pool lead$•. APPIy Pl etas to each race of truss she post to as sheen wove Ihe Jot At Ootal l a, unl ass noted otheral s.. Rohr to draol ngs 160A.2 for standsrd plate post tl ms Alp—, dl 61.. 1 Tr W I1 hl rtp croup 1 1 for T O s7Q F BC LL 0.0 PSF HC-ENG KD/WHK ho, o v1 Of K shel 01 O any dovl at1 m r t trussIfontsDoifroforterreaIrip, any feller. to WI10 the truss In Cmf.rabnca at Ih ANSI/T I 1, W for hen011 ng, sN pool tog, SEQN- 736737 ANITWm&M4AkP Y tall•t4w • bracing of t.uss.a G asTOT. LD. 37.0 PSF Ml an thl• •r Aro K t10a•f OeOa II•tlro thl• drealq Itall pt•• •x•yt• ot:0 of pfOhe$$m•I •ugh n•er1 reapdrlslallty saaly ref the deslpt The •UltaDllI y •lal ese er this tlrMro for gory s(rv0terd I• AIAL4, 24M Lake OMW Dr, SIUic 130 rote. ridW $1 tY of the &a t W IV Defl gnat oar Mal /M I sec. 2. hl• M•N` DUR. FAC. 1.25 FROM TH P 6SACING24. 0" JREF- 1WSP408_Z07these Odattle, FL 31837 FLCOA00273 For vaaa r. IaforiatlmsouINS1od•aQ coral holes page and e aee at tes ALPINE: aaa al nel to coa. TPI t Inst.x •TCA: eae sWi ndust ry. coe. ICC: aa Icc"Co.org illiam H. Krick Lic. Number 70 II106/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 4 01MENSIDNS) SU8MITTEO BY TRUSS MFR. i Itl4s0-//,IU - m t,Mt)Klray) -UAVIU WCCRLT -- LOT If Keagan t-oonTe - t;l 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 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 e 139 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 (+/-) =O. 18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. cn•• \PI I J = ZA41,N I ) S LQ 1-4-03-J t4 1-4-09-J L6-0-0 — J— 6-0-0 _I 12-0-0 Over Continuous Support R=88 PLF U=11 PLF W=12-0-0 RL=5/-5 PLF Design Cri t: FBC2014Res/TPI-2007(STD)`PTM .H; k,Q • PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.TY: 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. ! 3•• WARM I GI • • 111M Alm FO" ALL NOITS ON TIO S M WI NSI 4 WWTANr• FIAOO sx THIS IMAgl110 To ALLta)NTIOICIONs O"Mm NG THE INsrAuals. 4' : 's TC LL 20.0 PSF REF R408-- 25539 Trussta require talrtaa Cart In febrlCail,tp, hemllro, snlppl,tg, Inalall,tp shell br.drtp Refer to roll the I.test eel tl on er TIC51 (Wilding Component safety Inroroellon. by Tel and WCA) for safety precis prl O. 08 s TC DL 7. 0 PSF DATE 11/06/17 10 prrferal ng these fue:ll toot Installers dull provide taaporary bracing par K51 Wd oss hated of M, DRW HCUSR408 17310225 Iep <Zed shall hoed properly sllKhad structural sheathing snd boltos Chord shall heed a properly sit l gld <e111ro tocaiI ms snoen tar pe,sanent lateral restraint at arias shall new bracing Installed BC DL 10.0 PSF uW pooli on as 4to on ebeedfactofforneainsy. el ar elp. s: noted Iothor Apply plalto todroolIheJaino, Dotal la. uN ass notaa dthern ae Refer to area nut IeOA-z ref standard plat. goal to an,. i $ T Oa HC — ENG KD/WHKQ TIN S.Owl I for ral. BC LL 0.0 PSF I111F= ra.l np, arty rat I ore to bul II he'!'wass I n <onrti +aannce .I In ANSI /TFI ci tari henei I , tg, an ppi on t SEON— 736740ANnWC0M;*ITY Installation A er—Ing er t^.aa.a. SP, TOT. LD. 37.0 PSF sssl an tide df lro or cover pNe I$sting tms urrnl iltlle.t•F osew tares of pror"slatlsl IItIMfIpresponsilW11tygoleylosethedoslgngitg.l TIr as tea 1ty and led of this drsahp for any atrvtaure Te N 7 24M Lek Ofmge Dr. Suit: 1$0 peel el I I ty of the Out I di ag owl Our per Net /M I See x. 1`r• 1'I•F`iI OUR. FAC. 1. 25 FROM TH NG 24. 0" JREF— 1W5P408_ZO7011mdo. FL 31337 Far sere Inferaall on see IId. lob's goneral nobs peps oval these eab Sl tsa: LANE: aptnel MI: FLCOACOfl1 wa to <es: eee taint erg. WTCA see atdi wh^try con. ICC: aaa Iccsart erg William H. Krick Lic. Number 70 61SPAC1 11/06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. 1G9S0-//bIV - A 1,MISKIray) -UAVIU WttFLT -- LOT 1/ Keagan Pointe - 1-1 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense .82 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0. 25" OL: 0. 20". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. 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. 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 6] W3X6 3.00 L 1.25 16] W3X10 5.50 R 1.25 24] W3X4 2,25 R 1.25 15.25" 11.75" 5-4-8 9-3-0 13-0-0 3X10[16] 0-8-0 3X6 = 3X8 e 3X4 a 3X4 e W=3X4 a 4X6 a 3X4[24] a o-a-o 1 1-4 0 T B2 10-0-0 M(R) e 3X6(6] a 3X4 =_ 3X10 W=3X4 m 4X1 3X6 3X4 +/- 0-8-0 M(R) e 3X4 M(R) 8 1X3(R) a 18-1-4 11-9-4 _I 29-10-8 Over 3 Supports R=905 W=7.25" R=1937 W=5.5" R=551 W=7.25" Note: All Plates Are 1X3 Except As Shown. "11111"J"o Design Crit: FBC2014Res/TPI-2007(STD) H.; PLT r-10TYP. Wave FT/RT=O%(0%)/O(0) 15• B /NoTY: 4 FL/-/5/-/-/R/- Scale =. 25"/Ft. WARNINGI •• TWOS elm raid ou rorEs a Tors aR1lglllcl1slowsMTillsdG11hGToALLOONTRaCISRSIhICLIp11K THE INSMLLEIS. TIC LL 40. 0 PSF REF R408-- 25540MPOW7ANT•• DATE 11/06/17 Trusses rewlra •direr CRre In I""I c.tl NMII np and b) wftr g Mr.r to tallthelatesteltlpeofKSI (w1101 g coapaent $•foty Inrorsatlon, by TPI andg andR) tar Seraty prKi al tooporary 0.708 1 s TIC DL 10. 0 PSF to performing these ruectlots Installers shall wwldo arcing par SCSI Unless rote of DRW HCUSR408 17310238 tap chord shall new properly altachod structural Sheathing and bottom chore shall have a properly at rigid calling toc.11ons shorn for per —t lateral restraint of orbs shall have bracing ansAlle I BC DL 5.0 PSF d jj rp]O sac'ons 5T. S/ or Slg, Ra Rapt l eabl e. appiy Oil atou to each race or truss and poll non as clean the Jot nt Dotal l s, lad ass noted otherml se Refer to drama hips 1ag11-z for standard plate post ti one 4 pi ro, . All vI sl on or I Ta wl I al ng cPgmonl a Croup Inc ahel I rol be roapenal a o for . ry awl •n on rr S BC LL 0.0 PSF HC- ENG KO/OF I l rash ng, any tailor. to build the buss an conrormenco at ih 11NS1/TPI 1, or for hondling, shipplep, w i Imo' AN rrw GOA4IMNV Ihat.11.11 on. bracing or l,Vaaea 1 • t;t' TOT. LD. 55.0 PSF SEQN- 508482 eael on thle dr flp er wysr pM Iletl alp tnls tVe.l ng. Ilea uta• A= amce or prof esiu l englheerl r.fpnfl Wll ty sal aly ter the Mal gh •bean The "IA MII Ir sad us• ar tlda dra.l dg for any strvcturo Is VSS/pNAt OUR. FAC. 1. 00 FROM 2r00late GlsRge Dr, Slgle ISO ra igionsl W 11 Iy of tM wl1 dill ng Dosl Sher por MOO /TM I Sec.:. t TH NG 24. 0" JREF- 1W5P408_ZO7ForMlto `Irol eva AIRS ut°ag. :` lndage u o «`Ii.'aaeea.ra r FL 2731FLCOAW _71 LLMNE woo. te call. WrC:: try. erg illiam H. Krick Lic. Number 70 61SPACI 11/06/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 10436-/7b1U - A (MUKlray) -VAVIU WttKLY -- LOT 17 Reagan Pointe - F1A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP k2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP #3 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. 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. 0-8-0 i T See detail STRBRIBR1014 for bracing and bridging recommendations. Defl ection 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. 3X4 3X4 = W=3X4 13 3X4 = JA4 a 1X3(R) — 0-8-0 11-4F0 1X3(R) = 1X3(R) 3X4 a I- 17-11-4 aIla 5-4-12 SOU}A 5-11-4 -& Ile 29-10-8 Over 4 Supports ill I R=111 PLF W=17-11-4 R=91 PLF W=5-4-12 R=451 W=7.25" R=328 W=7.25" 10-0-0 0-8-0 Note: All Plates Are 1X3 Except As Shown. laamlwaµh, Design Cri t: FBC2014Res/TPI-2007(STD) IM Fie ,o49e rkOTY: PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 o •i3 / 1 FL/-/5/-/-/R/- Scale =. 25"/Ft. 7ARNI NGI •• CEO AID) FOUM ALL HIVES ON nos °""""G' 1V'aTAC`r * F`NgN sN TNIS auulNG To ALL 00a1BA"M IICU W TIE IWrALIEp.S. s, s' TC LL 40. 0 PSF REF R408-- 25541 iii DATE 11/06/17 tresses repot re •aIr•.• w• I n fabrl catl ng, ha dl i nB, snipping, I astat I i ng and braci nB. gear to rot lthelatesta011ionorSCSI (ButldlhQ Coaponk t Ssrety Inronratlon, by TPI and WCA) Far vroty prKtT pa o.708 1 TC DL 10. 0 PSF Io perforalnp lhes• functions Installers shall Wovide taaporary bracing per SCSI. ttnlass notad .'"Pr-1 It DRW HCUSR408 17310234 tap chord shad have proporly attacMO structural sho.'hl.9 and two time chore sholl nave . pr=':y at 1 Bid calling. —.bans shown nor pertane., IN•ra esl calnl or wos shell nave bract- anti allay Blr' DL 5. 0 PSF d 0 or buss and past tie, as shown abotlaSS. 07 er BIG, SS appl i cable. Apply Plat— to each ra a s ssatheJointstalls. uhless noted otheraiCorer to drad s IZA.z ror standard plate post is on T O f$ BC LL 0.0 PSF HC-ENG KD/DF 1 AN IrWCOMPAW a division of ITS' Building coapononts Group Uo smell rot be responslaany dovlAS p :m.lim Fofordrawnp. anyfa1 an t0 cal 1 d the truss In COnfOraarCe .Ito ANSI/TN 1, or nor handling. snl ppl np, I—Wlation . bracing of tress.. e h-' •d h` . a 1 •. •G t1 TOT. LD. 55. 0 PSF SEON- 508495 cal en this ntrarlp ar eavar palls 11 stlre tide 6rp1 Itldantes aeeaptance or professional aigitwrt raaBansl a ll tr solely hr The ea taaniitr tiro . ar this aeslhB for ..,, etntctnrn 1. tr sS/ DUR. FAC. 2100 Ltle Ont1gF OF, Suite 150 dthein 0-19 pond a 11 itofiliacalIdingosalot.r par A1151 /T 1 t sac. a. pa 1. 00 FROMCH 24. 0" JREF- 1W5P408 Z07 Odallda,FL 3J117 I`it,l For care Inf—Ilon see this lob's General notes Pape and these aeb atlas: FLCOA00273 ALPINE alpindi cocoa: TPI: inn,tpinst-9. aTCA- caw sbcl dustry cow. ICc ooa Ic—f• erg lilliam H. Krick Lic. Number 706 11/06/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i 01MENSIONS) SUBMITTED BY TRUSS MFR lU436-/7510 - A tmBRlray) -UAVIU WEEKLY -- Lot 17 Reagan Pointe - FZ ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :82 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "1313" 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 4] W3X8 4.25 L 1.25 6] W3X8 3.50 L 1.25 14] W3X8 4.00 R 1.25 18) W3X10 3.50 R 1.25 1 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. 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 DL. Deflection meets L/360 live and L/240 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. 15. 5" 9-3-0 12-6-4 3X4 a 1X3(R) 8 3X8[4] o W=3X4 s 3X4 is 3X10 » 3X4 a 3X4 W(R) a J^QLVJ 3X6 is I cc R=971 W=7.25" JAY W. JAOLIYJ e JAY e 3X10[18] a 0-8-01-4 0 T 10-0-0 a +/- 0-8-0 I AJ i,K) M(R) e 1 4-5-8 M. 23-0-12 Over 2 Supports Sol R=1667 W=6" Note: All Plates Are 1X3 Except As Shown. Design Cri t: F ;seH1p STD) F' e PLT TYP. Wave FT RT 096(096)/0(0) 15. (jTY: 6 FL/-/5/-/-/R/- Scale =. 3125"/Ft. NG •• WINIWI •• GEM AFOLIM ALL MOTES ON TOGS ham IIGi Ili'pITANT•• FURNISH THIS IeUGINO IO ALL CONIN.CAIa INCIWING TOP 1NSTALLEW i i ry TC LL 40.0 PSF REF R408-- 25542 A'A AN IT' W CDMMNY 24M akcCa laeDr.SuGe150 Truii a rosin re est rew core I n Iabrl <.t I ng, handling, snipping. I natel I I p cod [racing Mter to a l heIetMt Celtlen of IICSI (whelp Caq>am'nt Safetylnf.—then, by IN and Ra) nor safety p—tic pal to Iasrrw" thane facto ens. Install.rs shall prwl do temporary broclng per KS1 Unless noTed et top chard "gl. huvo preporly .ttached atrtctural sheathing and bottoo chard shall new a preparly ant r. god ...ling. Locatlons shown ter permanent lateral restraint or does shell have bracing Instollae KS act. ens e). eI .. 610. as aped I cobH. apply p1.teo to ea<h (ace of truss .ro posh loon as drown abed the I- oaten:. wags rotted otheralss. Rs G to dr alpe 1 -1 for stohaard ptete poaltlona Al aI ro, • y1 v1 , an Or 1 w w11 alp CP I is Group l m shah I rot bo nor teal a o nor any dwl all pal r rod ng, any, Tel lure to bulls the trvas on Conf.rlaros .I in ANSI ITPI 1, w nor hahall ng, she ppl ng, Inst.11.tlon A bracing or Irvasea w' a i I n :eil' ygrb r tM Gas Polls I ISM.n~ ir9w tl wpii (yhiw %iseoftti'uta drew ngg for tNe of emsuvow i' t Pa. allty ter tha GWIang oeslOner per ANSI APO I Sec :. U 08 1 s 1 m TO m i w • SAC s ' I•C(- sal .,.A...•`•'a'G\ vS QNI`. 4` s Awy Iw, TC DL 10. 0 PSF Blr DL 5. 0 PSF BC LL 0. 0 PSF TOT. LD. 55. 0 PSF DATE 11/06/ 17 DRW HCUSR408 17310226 HC-ENG KD/ DF SEQN- 508479 DUR. FAC. 1. 00 FROM CH GFS PACI NG 24. 0" JREF- 1W5P408_ZO7 Ot1NIdd,FL )2137IAgp21w. F.:.on Inronwetlan see )nm•s general n tas page .ro rheas .aft sl.s ALPINE: 1ponato-all; Wt: .tpinat.erg: efCA. .sbelhanntry ro.: ICC: i—r..eng illiam H. Krick Lic. Number70 1 1 /06/ 2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 1tl4S0-//b1V - A (,M511iray) -UAVIU WtLKLT -- LOT 1/ Neagan YOInTe - VZA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Sot chord 4x2 SP #1 Dense :82 4x2 SP #2 Dense: Webs 4x2 SP #3 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 i nstal I ed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W3X8 3.75 R 1.25 17] W3X10 3.75 R 1.25 I 0-8-0 2x6 continuous strongback. See detail STRBRIOR1014 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 DL. Deflection meets L/360 live and L/240 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. 18. 5" 8-0-0 -I =. 13-6-4 3X4 - 1X3(R) 8 3X8 E3 W=3X4 - 3X4 @ 3X10 - 3X6 E3 3X4 - M(R) a Jam" e 3X6 e R=863 W=7. 25" J /tVl IJJ to J/V e W=3X4 - 3X10[17] w 0-8-01-4 0 7 10-0-0 0-8-0 I nJ kMj IM + M(R) e IN, 5-11-8 30 23-0-12 Over 2 Supports 31 R=1818 W=6" Note: All Plates Are 1X3 Except As Shown. PLT TYP. Wave Design Cri t: FBFT RT 096(0%%)/0(0) ( STD) 15. P` aaH• QTY: 1 FL/-/5/-/-/R/- Scal a =. 3125"/Ft. W'ARNI NGI • • WAD AM FOU IN All MOTES ON Rd S OWAW1 WA IIPOIIrAMr•• PUnSH THIS OWING TO"COMAKORSTIMCl10ING TKII it=AU.M 4 sy TC LL 40.0 PSF REF R408-- 25543 Trusses rea lr• •streae core In fabricating. handling, JtIpping, inatolllog and bracing Refor to a all o. 708 1 3 the latest edition of SCSI (Sun eing Cc..ponent safety Inforantion. by IN and aTCA) for safety practl prl s TC DL 10.0 PSF DATE 1 1 /06/1 7 to performing those functions. Installers shall provide teeporary bracing pvr SCSI. unless noted at o top chore shall have properly ottecMe structural sheathing and bones chore shall how a property *it s l pia C•IIIIg. tOCo ens sne.n Tor p•rwmnt laurel restrant Of saes shed NW bracing Installed OM w BC DL 5.0 PSF DRW HCUSR408 17310241 ti o,s SS. ST or Sip, ss spill keels apply Pl atas to each race or truss and peal I on ss shoss, above the Joint Details. bless noted othormiss Rehr to areal ISWt-! for standard III pool one II she p Pee A T O BC LL 0.0 PSF HC-ENG KD/OF Alpine . • elms on of 1b\ Su1IelIq truss is Cro,q Inc analI not be rosponalao for . s eovl etl on ff •a reel nil, any r•Ilura to Ou110 the truss In conrorm•nc• al th IWSI/ttl 1, or for handling. sN pal yC e + AN MWEDMi1WY I,ntaltetion. bracing or Iru — nil axp Ia . ••• TOT. LD. 55.0 PSF SEQN- 508491 wwporlol a1ty :ul«ygfo Ma0asS1 ttslts fItllg tTIM w LW It ty and ta„i of t I C w.alIgIfors a p :"4 SS ONA1. 24MLike Oncip Dr. Slate 150 ra•Patal a l l ly or the Bud a ng Good gnor per AMSI/M t Sac.: l• OUR. FAC. 1. 00 FROM CH 011mdo. AOD1 3T per copra Inrormetion a« this st erg coral rotes pap• .nayhos• ..b spas: g illiam H. Krick Lic. Number 70 6ISPACI NG 24. 0" JREF- 1W5P408_ZO7 FLtaLIHE: ... e1 vl n•I to cram Tn vas till net or Site: ... sbcl ,neuatr co.. 1CC ... Iccaar• or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 18436-/7510 - A (MBRIray) -UAVIU WttKLY -- LOT 17 Reagan F701nte - F3 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Boot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -300# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6] W3X10 4.00 L 1.25 10] W3X8 3.75 L 1.25 17) W3X6 2.75 R 1.25 181 W3X6 3.25 R 1.25 20] W3X6 2.75 R 1.25 12" 13-1-8 A 8-0-0 1X3(R) 3X6 Ia 3X10 ;= 3X4 Ia3X4 im W=3X4 Ia 3X6[18] = 2X4 ill 1X3(R) a 3X10[6] W=3X4 3X4 e evnr ni nvc r-. 3X6[20] 1-4 0 10-0-0 0-8-0 log 5-3-4 E 16-10-4 11 22-1-8 Over 3 Supports Oil R=177/-300 W=7.25" R=1696 W=8" R=822 H=H1 Note: All Plates Are 1X3 Except As SDesign Cri t: FBC2014Res/TPI-2007(STD)tlllll-j,(µ''4+, PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 '= OTY:6 FL/-/5/-/-/R/- Scala=.3125"/Ft. rARNINNI •• HIS AND vaua ALL Cores a nos oMING e lc •• fs,. TC LL 40. 0 PSF REF R408-- 2554411lWfA1R•• I91Op SN rNls I>fAtI IIG TO All gglrnAtrola IlCllml NO THE INSTALLERS. Trusses ••sol,lre ire• oar* in fabricating. handling. .nipping. Installing and bracing Refer 1. fat he 08 1 s TIC DL 10.0 PSF DATE 11/06/17theletCatroditlonofSCSI (Suilding Coapone t Safe ty InfoYW andR rtlon, byiqG) for s.f.ty proctl art 1. p• rr.r.I ng the.. motions Inst.11•rs shall prwld. t•apor.ry bracing per SCSI UM ass —led M chord shelf haw properly •lloohed sir.ctur.l sheathing and butte chard shall haw . properly . I rigid coo ling. lncatl.ns shorn ter permanent lateral restraint at was Wll haw bracing Installed BC OIL 5. 0 PSF DRW HCU$R408 17310231 actions 6 3, 87 or 810. as appl lcabl. Apply of at— to each face of truss and post to on .s moon a and the Joint Ootatls. bless noted other lso Refer to dreaA IeCA-r for st.ndard plate positions. • ? d ll— sho S T O Q BC LL 0.0 PSF HC-ENG KD/DF At cal ae, a di,isle, fl ooror11m W l l hl ng css i n cos Croup Inc h A l ,HI eo responsible for any i .i l on 4, `IP real rp, any rallur• to build the truss In panrarmphe• d In ANSI ITpI 1, or ror nandll np, shipping , s• . • V ANI WCOMi1M+Y Inst.11.11.n A br.ctllg or 1r.>— es axa.• rJ . c TOT. LD. 55. 0 PSF SEQN- 508505 raapanal a ll tY Betty to, IIOf ng TN oral tp1ib'1~Il ty'iM (vaa of %ta Araoo prof"prfor oMs strucgt ' g • •••••• ••Nv\ 24001ale Or Stctc150 rmap. na boo, of the Irlldlno; 0ealgmr car MalfM t sec.2 o'/pNA a DUR. FAC. 1.00 FROM CH O1FLCOL 32837 ALPIME .:atw: tt c t1WI Mp' ot.erg°•'a'TCA:eral -s6 .ry1lcoa orb. 1oslcl: saf•.erg illiao mH.KririckLic.Number70 6FSPACING24.0" JREF- 1W5P408_ZO7 FL COA MO _TJ11 /06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. k 109J0-//01V - A kMtfKlfa)/) -UAVIU WttrLY -- LOT If Keagan rolnie - rJA 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 "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1 0-8-0 7 3X4 1X3(R) a 1X3(R) = W=3X4 =_ 3X4 e i cc R=109 PLF W=22-1-8 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 I ongi tudi nal (drag) forces. All connections to be designed by the building designer. 22-1-8 Over Continuous Support W=3X4 im 3X4 im 1-4 0 10-0-0 0-8-0 3X4 2X4 lu Note: All Plates Are 1X3 Except As Shown. ppII111141fffNpTan/' r Design Cri t: FBC2014Res/TPI-2007(STD) ATJ1 H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 a4 QTY:1 FL/-/5/-/-/R/- WARNS NGI • • KW AND FOLLOW ALL IOM ON TIO S ORApI IIGI IWORTAIIr•• Ft"SM TNdS ORMIno To ALL oolflAAtras IIK'l1WRG T1Q IILSTALLERS. 'S• TC LL 4U. 0 PSF Trusses r.aelre eatrese care In IabrIcatlng, tunClllg. sblpping. Inst.111p and breclng Rarer to a roll • t% TIC OL 10. 0 PSFthelatestalltlonorKSI (Bull dip Coapaaent Safety Iaforoatl on, by TPI and WCA) for safety praCtl prl O• 08 t C ta par ag lMse films. Install ors 111 prowls t.apor.ry Creclp p.r 1051 11 aws mted of top an<.ili p11 Lhe—Iloonnssproperly attachedw,alono,It 181-1 orestrra ataI..x wil new a «InpI lied W BC DL 5. 0 PSF t «,Ions as, p, or 610. as applicable Apply pl otes to a.<n race of I— and post tl an as stown and r C d O Ine Jet at Dotal Is. can ass noted otherelso Rorer to droolps IOOA-z War standard plat• posltlons .Sw T Q F BC LL 0. 0 PSF Al pl ro, a dl vl sf an of I TW BuI I d1 ng Coopenenls croup I nc shot I not M respond W a for any dwl a, ondraw/ Z any fat I ufs to eul t C the truss I a Conformance of In ANSI /TPI 1, or War honll I p, sal ppl no V AN RWOOIMFMNY ImUllall en A bracing of 1—s eaay, ' •a TOT. LD. 55.0 PSF pool In, tllla draalro r caber paps I ellro tnla alms, lr I,41 rat« axaptanea of I"oft aldllal N101MM1 F • ......•• •G.\ raaporwall tY sel.ly for taw deal on tulo.n. the sw tool ity pro tt>, or t 1a Ora.Iro Ter any atruct.tn Is DUR. FAC. 1.00respdnslea11tyortheBud1dlnpOaslgoerparAltil /TPI 1 Sac. p 24001A1e0tppaeDr.5uim130 LS QiVA1. OIIaOdp. FL 32837 For pore IaforeatI on see mis Iob's general notes papa and the" web sl tes; Ifd FLCOA60273 ALPINE: woo ofpinalto. cal; TPI. ww.tpinst or,; WOA: ewe sa<lno—try coo. ICC. own I«aaf. eng illiam H. 'ck Lic. Number 70861$PACING 24. 0" Scale =. 3125"/Ft. REF R408-- 25545 DATE 11/06/17 DRW MCUSR408 17310232 HC- ENG KD/DF SEQN- 508512 FROM CH JREF- 1W5P408_ZO7 11/ 06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS !: DIMENSIONS) SUBMITTED BY TRUSS MFR 18436-/751U - A (mtfKlray) -UAVIU WttKLY -- Lot 17 Keagan Pointe - 1-4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP k2 Dense Bot chord 4x2 SP #2 Dense :82 4x2 SP #1 Dense: Webs 4x2 SP f3 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 13) W4X6 3.00 R 1.25 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. 19. 25" 8-0-0 7-0-0 1X3 m W=3X4 e 1X3(R) = 3X8 a 1X3 m 3X4 = 3X4 = 11X3 iU 3X8 a 2X4 m I 0-8-0 F + 1X3(R) 3X6 = 3X8 H n. ..... to i ME 16-7-4 Over 2 Supports R=899 W=7.25" R=913 H=H1 Design Cri t: FBC2014Res/TPI-2007(STD) ,' Itl„ H, rµ['''+, PLT TYP. Wave FT/RT=O%(O%) /O (0) 15 .A?R•.23Y 'a QTY: 8 JPWAW.. FWOSN THIS ORNING TO ALL OONrRACTONS I#rLMNG 111E INSTALLERS r Trusses redulre estrer core In fabricating, handling, snipping. Instelll.q and bred ' Rarer to roll ' the latest Nltlan of RCsI (soil dl ..g Cesporo..t Safety Infor atl on, by TPI and tRr,A) for safOty practl prl e, D8 G to psrrorsl ng tMs.r rwnc tl ens post ell ors shall prevlW t.•porary bred .nag per •Csl. Unless rol.a o i top chord shall nave properlY at tacMd structural sMatnlno and bollae Chord shall have • properly 1 gld cal l l ng lec it ons shown for perssnenl lateral .astral nt or nobs sha11 ft- bred ng Instal l ad r ectI ens R3. R1 or a10, as applicable Apply plates to each race of truss and peel Il on as slaw. • and d 0 the Jet nl get ails, unit esa noted oIMM se Rorer to drawings 16011•z for standard plate peal ll ens S T O N pl ro• dl vl sl on or Ire SuI I dA ng Corownenls Group I ne shall not bo responsible for any dovl al I on :•`A. reel nag,. anY fH I to build thetruss 10 <anfofMnee •1 in ANSI /TPI 1, or for handl 1 nag, sM ppl nag. • AN 11'W mAARUiY Inst•Ilatlan a br—ec1.q of trvss.s. .......... SMl on tan• ~Y x eoYar Rag• 11 •tiro tM• OrM ro. Indl ut•• •mapsMt:• er M•rM•I OIn•I •rollMrl (Cn• •t_` m 11 ty sop eh y the doll gn shown nr aw tam' 1 to "'I" and tea oft s a.•.I.ng for •Try at.uct..w 1 • V NV panel m 11 ty or the wl 1 dl ag Ohl giver per IU(sl ft 1 1 sac O. 1 ` dt24MlkeOmnVDr. Sulld 150 0NAL OIIsWo,n. 31837 For sore Infe.eatI on see Inns Jco' s general rotes page and thaw eab at tee Illglll FLCOA9027S QPINE: was slpinalts.— TPI- saw. let sI erg. RTCA ew.sbdndislry.co•. ICC• w .C.— erg illiam H. Mick Lie. Number f 10-0-0 0- 8-0 FL/-/ 5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 ISPACI NG 24. 0" Scale =. 375"/Ft. REF R408-- 25546 DATE 11/06/17 DRW HCUSR408 17310240 HC- ENG KD/DF SEQN- 508488 FROM TH JREF- 1W5P408_ZO7 11/ 06/2017 THIS OUG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. 1If43b-/ /S1U - A (ML$K I r Value Set: 13B (Effective Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 UAVIU WLLKLY -- LOT 1/ B2 4x2 SP #1 Dense: Pointe - h4A 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. 0-8-0 T 1X3 m 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. 19.25" 8-0-0 7-0-0 1X3(R) 1a 3X8 a 1X3 m W=3X4 is 3X4 a 3X4 a 1 X3 ill 3X8 a 2X4 m Ras IMA-0-Aw I M I pppppp 11 Ilrin 1X3(R) 3X6 a 3X8 e 3X8 sB f10-0-0 0-8-0 LE 15-3-4 16-7-4 Over 3 Supports R=893 W=7.25'• R=155 W=5.5" R=808 W=10.5" atp 4111141q//tarry Design Cri t: FBC2014Res/TPI-2007(STD) M H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 x• 'Q/ TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. VARNI NGI •• WAD Alm FOUM All WTES ON Till MAST W.1 • ` TIC LL 40.0 PSF REF R408-- 255471IiQfANT•• MWSH THIS OaOING IM au tWFRACTM INCUA116 TIM IIKf.LMMIS. is try :jdd.I- of GCS (:.11a1.9 tatp-t handling, Ir< lick. Installing u;'., saf ty 0-11 4 0.708 1 TIC DL 10. 0 PSF DATE 11/06/17 Io parroraing ,lids, fnell ms Instsltors shot$ prwloo l.laporary bracing per KSI. Unless not" of Y - Ipp chard —11 have property *I,— strucwnl —thing aM -Ito. chore 1-11 hove . properly .l , BC OIL 5. 0 PSF DRW HCUSR408 17310237Igldcalling. Loc.tl ons shorn Ior part anont IAt.ra restraint or sobs Nshell ve br.cing Install" ac,Ion: al. aT or 010, as applicable apply plates to each race or truss and position as shawl about, a (j no Ili. Joint atals, unless noted pthar.1— pars to dra.inge leoe.z standard plot. positions. S T O BC LL 0. 0 PSF HC-ENG KD/DF At at m. • ill d sl on or I n Sul I di ng cPgpti is Droop I nc. st al I not bo responsl a a for qry dwl al on r t, ra.I ng. any rat 1 ure to build the truss I n contYn taim..1 1. ANSI /TP$ 1, or tar handling. Shi ppi ng. .y . AN t1OJMAWY llnt.11.11on a bracing or Irussas... a• •. •` r TOT. LD. 55.0 PSF SEQN- 508525 WI On tMa traalllp of ea.ar papa Il.tllq tM. trdpllq IMl ntaa aKapt.Iw of prah111 anal algllaall •• lapmalallty *W11y far the daalpl 111oa1. Tha sultwlity pad use of IMa draaaro for any strvclw 16' sS/pNAIL DUR. FAC. 1.00 FROM CH 24M Ldc OnW Dr., Since ISO ^sate°$ W 11, of 111. GuI1 dl ol, 0sal gn.r per A/61 /ipl I Se. g. L Odzlk FL 32E37 Far a bra I nf.—I l ae see this job's 0" °'"""'°":"' PACI NG 24. 0" JREF- 1W5P408_ZO7FLCOA0021EALPINE: m apt—Iis coo. TPI: w Rol erg. IFTCA: sW6nd-Iry coo. Icc Iccsar. art; illiam H. Krick Lic. Number 7U GhS 11/06/7-017 THIS OIIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15430-//b1U - A kMUKIray) -UAVIU WttF.LT -- LOT 11 Keagan volnie - F45 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur. Fac. =1.00 / Plate Dur. Fac. =1.00) TC- From 50 pl f at 0.00 to 50 pl f at 16.35 BC- From 5 pl f at 0.00 to 5 pl f at 16.48 TC- 176.27 lb Conc. Load at 1.04, 3.04, 5.04, 7.04 9.04, 11.04, 13.04, 15.04, 16.04 i 0-8-0 T 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 Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W3X8 3.50 L 1.25 13] W4X6 3.25 R 1.25 161 W3X6 1.25 R 1.25 19. 25" 8-0-0 7-0-0 1 X3 m 1 X3 m 3X10 >- 2X4 m 1X3(R) 3X10 = 1X3 m 3X4 = 3X4 = W=3X4 = 3X4 a v W • - at 1X3(R) = 3X8[7] 4X6[13] e 3X6[16] 4X6 Is 3X4 ia 16-7-4 Over 2 Supports R=1099 W=7.25" R=1388 W=8" 1-4 0 10-0-0 0-8-0 Design Cri t: FBC2014Res/TPI-2007(STD) M H, _.• n,,, PLT TYP. Wave FT/RT=O%(0%)/O(0 15 Y• / ;pTY: 1 FL/-/5/-/-/R/- Scale =. 375"/Ft. ARNI NGI •• ItW AM FOU N All. NOTES ON TWS ORM PIGS ltmgguNr•• "URO MISS OR —IS To ALL CONTRACip3 INCLW MG THE INSTYLF>15. % TC LL 40.0 PSF REF R408-- 25548 T-a r.Wl r...trer ur. I n rabrl pI I ng. NMI 1 ng, shl ppt nip. I natal I I ng and bract ng Refer to fill1 Iro latest edl11m Or OCSI (saltdtrng Co.penont Saroty Infora•tton, by T•I and WCA) for safety practt Pr l z0.708 1 _ TC DL 10.0 PSF DATE 11/06/17 to perroral,q these runctlons. Installer% shall provide toosrory bracing per SCSI Vnl es% nolod of L DRW HCUSR408 17310223tapchordshallhavetroperlyaitachcdsiru<tunl —*Ihhl"g aM butte• chord shall have . Property a Igld cal l l ng laKallans down for perearont lateral tral nt or wtss shall have bracing Installed f% BC DL 5. 0 PSF I ens S,. Sy ter SIa. as appl Icabl e. apply pl ata% to each two or truss And pool it on •% %howl abew Rarer drool l for rS HC-ENG JB/WHKdotheJointOotalls. W eIT noted gtroMsa. to his standard plot. ny dot ins. a ` Al di Iiti Bull dl ng Caapononte croup Inc not for rrna. not bo respond p dovl BC LL 0. 0 PSF l AN 11'1N mMil PIY pl . vl al an or shall o any atlm rswil any ranare to calla tro tress to caeroraanco.tto ANsvrvl I, or for roronag. snlpptrp, Instep snob a bracing of trvss.%. I,_ ny t e e ` TOT. LD. 55. 0 PSF SEGN- 508817 teal on tN. OrWlq W oavar Pupa I Istlllg tN. wln/ IMIgt" OCCaptalC,O of jNoh.slahrl Ong IllssrlraapnnslalltysetalyforthedesignducalTin. wltaW li ty alld lam• of tMA dr.alp ror airy strutura la'4 t7 S/pNA1. ENv` raapohnsl a I l tr M the au11 a Iq Oasl grr per anal /1 l t Sac :. OUR. FAC. 1. 00 FROM CH 24W Ldcc O;znV Dr, SWtc I50 to NG 24.0 JREF- 1W5P408 ZO7Otlmde.FL 72837 For sore Inrora•llon sell this job's gaharal notes papa andthe" ants sl tooFLcoA90inALPINE. —atptnatto coa WI: sate tpinst erg. WCA nao, sbctMastry ca. ICC: oem, tc—f..nrg illiam H. Krick Lic. Number 70 6hSPACI 11/06n017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR l 1I5430-holy - A kmtsK l ray) -UAVI U WttF LT -- LOL If Keagan mi me - ra 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 "1313" 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. k 0-8-0 2-10-8 12" 0-0 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. Truss must be installed as shown with top chord up. 1 X3 (R) la 3X4 a 3X4 I-= 1 X3 m 3X4 I= 1 X3 III 1X3(R) 3X6 a 3X4 m 1 3X4 a X3(R) IE 5-11-4 alp 5-11-4 _ I 11-10-8 Over 3 Supports R=349 W=7.25" R=682 W=8" R=313 W=7.25" W(R) a 1 0-8-0 1-4-0 1 - - 0-8-0 STD) Design Cri t: FBFT tP .•H k'Q ` QTY: PLT TYP. Wave RT 0%(0%)/O(0) 15. 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. TIARNI NGI •' NEAO AND FOLLON ALL MOM ON TIOS ORM NGI IIWVUAWT•• FUM ;: THIS INCL TIE INSTALLE TC LL 40.0 PSF REF R408 - - 25549ORWNGTOALLCOMMActalaDINGS. Trv>.....w r. eatreme .— I. rabrl<.tI nand I shipping. Inst.111ng .ro br«I par., to .roaI O. 708 1 • s DATE 11/06/17 g. V. g. tro "•test edition or SCSI (Building component safety Inrormwaon. by TIN and WW for sorely K-1. p. TIC DL 10.0 PSF to Wrrorm"ng these Cuctlons. In>t,ll•rs shall WWlda teaporary br«Ing par 6Ca1. bnl e> hard° of DRW HCUSR408 nsTo2T rep chard shall neae preperly at«Lad ,iractura ahoantng .ro belle. chard shop node . properly at. I gld calling. —.I.— nwetl for permanent 1•ar.1 r•atnlnt or was shall "uw bracing Inaull•d BC DL 5.0 PSF dens es, n er no..s avall<,ae. Apply plats to c«n r«e or truss ,ro po>I uon as >Lo.n .eWe Ja1 nt 0•talla, w ess noted otherwise Neror to dremlngs 1•oA-T for standard plate positions S' T Q r a po AN fTWmAAiMNY u.I no.. dl r sI on or I Thy But I at ngtruss I I en croon Inc n A" l not M for tar a e for any dWt •a on fro. roa"ng, any, a 1, arm to wtla tno tread In <enrormonce .Ito ANSI 1, or for horonng. dapping. Inst.11.tlon a br«Ing or Irvs>aa M .. ,•• C a • BC LL 0.0 PSF TOT. LD. 55. 0 PSF HC-ENG KD/DF SEQN- 508679 nN atsap qr•aporW alltY Ml ty'Ohr theM= IIallro nrIN0,a f"iNl it fy iro ua or tct OarapilTgrfor airy atttctw s t NV ONN DUR. FAC. 1. 00 FROM CH resporalbllltyoftheNulldlngOsslgnerANWTPIIs«.:. t 24MLAxOmWOr Satc150 per Iggl GISPACING 24.0 " JREF- 1W5P408 Z07 OftkFL !1-b3Tn. For word Inre 14— sea Ihls lobe. genera" —tea Pape and Ind.. web al t•s. ALPINE: m .t searo lnalisco. WI: saw tpt nst. org. WCA- sbelo<om stryIcc. wmm I«saf..ong illiam H. Krick Lic. Number 70 FLCDA#D, Ill.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1a9S0-//J1V - A kmaKlray) -UAVIU WttF.LT -- LOT Of Keagan YOlnie - r*A ) 7aluceet: 13B (Effective 6/1/2013) rd 4x2 SP #1 Dense rd 4x2 SP #2 Dense bs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur. Fac. =1.00 / Plate Dur. Fac. =1.00) TC- From 225 pl f at 0.00 to 225 pl f at 3.75 TC- From 145 pl f at 3.75 to 145 pl f at 5.81 TC- From 225 pl f at 5.81 to 225 pl f at 7.75 TC- From 315 plf at 7.75 to 315 plf at 11.63 BC- From 10 pl f at 0.00 to 10 pl f at 11.63 WARNINGI 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. k 0-8-0 M(R) See detail STRORIBR1014 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 131 W3X4 1.25 L 1.25 151 W3X6 1.75 R 1.25 161 W3X4 2.25 R 1.25 3X4[13] s 2X4 OI 3X4[16] = 1X3(R) e M(R) 3X4 1X3(R) 11-10-8 Over 2 Supports R=312 PLF W=6-7-4 R=855 W=7.25" 0-8-0 1-4-0 1 - - 0-8-0 Note: All Plates Are 1X3 Except As SDesign P••H, M Cri t: FBC2014Res/TPI-2OO7(STD) Q°• PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 411••' 1£ 10TY: 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. RARNI NGI .. READ AND FOLLA ALL NOTES ON TIRS ORARINGI IRPQTAQT-- FUM SN THIS ORMW. TD AlL CONTRACrM INCl1RI11N. TIE $NSrAL OM TC LL 40.0 PSF REF R408-- 25550 a DATE 11 /D6/17theitost`*d1dltipn of IICSIGwlial my c `paepw I Sorharerely"i roreallloonn. W Tlll Ithdd Rini r°safety p-li'c'd t It O' 08 1 = TC DL 10. 0 PSF to porrer.Ino these reactions. Insulter, moll provide temporary bracing par RCSI We- noted at lop chord shell have properly att-hod slrwtural sheathing grad Ool loll chord still hap. a properly ate ORW HcusRaoa ns7o22arlgldc.Il I- -.I.- sh.ea ror-................... or .ebs shall haw It-- I- Iliad hK5 BC DL 5.0 PSF socll.hs ,T, 07 or 01O. as appllcabl.. Apply plates to each race or I- ad position as aloe aide. notes othora» aorar ro Ieho-z ror standard plate positionstheJOIntaulu..* l T Q a' G O I1 4m. ings u p1 no. . v1 st on or $ bu I aI p co.paK is crow 1 a. ahel I hot eo rosponsl a o for any aovl .0 a tree C` ell BC LL 0. 0 PSF HC-ENG KD/DF AKrtWpplslilwY drNlrp, any r,11 ure t. Out I 0 tha truss I n conr.reanee .I th ANSI /TPI 1, or tar hand$ I no, she tell np, y Installatlm , bract per Irussas aa•• ......... 1 •je•G s;NNAL: TOT. LD. 55.0 PSF SEQN- 508686 reyI fla i iliy whM lylgeer M Ma I Isles:.~ i i e`lip$I i tr'riiw 7w~i e"`i i.lti e,Hiallrrroo«,IMw,ir.c vlln i. r.ap,ns$al$ty or the Odlaall Deelghor der ANSI/TM I Sac z. DUR. FAC. 1.00 FROM CH 24WIakeOrapDr.Smtc150 IMI PACT NG 24. D" JREF- 1W5P408 Z07OrIu)UF. 32537 For per. InrorAllIan sea t1.Is Iob•a general totes page end then. eob sltooFLCOA40273ALINE. At at net I. call. TPI tpinst erg; RCA• .sbclndustry co.: ICC: Iecsare.org illiam H. Krick Lic. Number 70 6FS THIS M PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR 1, 104.10-/ /7 1 V - A kmOK l r Value Set: 13B (Effective Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 UHVIU WttRLT -- LOT 1/ Keagan YOInTe - FO ) 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. 1X3 III 1X3(R) a 3X4 a 2X4 ei I 0-8-0 1-4-0 10-0-0 3X4 a +/- 0-8-0 1X3(R) = 3X4 E3 Defl ecti on estimate assumes composite action with single layer appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others J Hanger Support Required, by others Truss must be installed as shown with top chord up. R=161 W=7.25" R=176 H=H1 and H2 uIImH (('bto Design Cri t: F PI (STD) k Q'aoQTY: tP.;.ee.e: PLT TYP. Wave FT/RT 0%(%/0(0) 15 9 FL/-/5/-/-/R/- Scale =. F/Ft. rARNI NGI " READ AND FOLLOW ALL NOTES OWN TO S MANI NSI I NPORTAR•• FCMOSN THIS OIWINC T) ALL OORIRACIONS IMCUDINg THE IIIS'ALL i ` TC LL 40. 0 PSF REF R408-- 25551 Trusses roeulr...trrNr csr. In fabrlC•Ung, h•ndltng, *noWIng. 1,lstslllng and bract lhror to and ell t:d I.tCat odltl an or eCS1 (eulldlnp Cosponant Safety Inrorestlon, by TPI and IITCA) for safety pr.ctic prl 0 708 1 S TC DL 10. 0 PSF DATE 11/06/17 to p.rforalng those functions. Installers shall prwldo to•porary bracing per SCSI Vnl ass noted of DRW HCUSR408 17310230 top Chord still hove properly attached strwtur.l sheathing and betide chord shell have a properly sit Igld CNItnO I= tlms sheen ter par•enent lateral restraint or sells shall have tracing Installed t)u eT. eT •10. Apply race iJ ., BC DL 5.0 PSF lions or as appllcablo. plstos to each of truss And pesltlon q sleet soave the Jet .1 o.Nlls. 1.0es. noted oth.ralatl Nor., to dr.alnps 160A.Y far standard plate tIeSI11en] a BC LL 0. 0 PSF HC-ENG KD/DFOOA4p1se. •del slon of ITV Ou110ICeapalanla croup Inc shall not b. responsible for any dwtsttpn free ww N EON- 508515 ANIrWCOMPANYrealnO. any rallur. to but ld thalt russ In come--. al to ANSI/TP1 1. or for "hill l np, snt pop np, Installation a bracing of trusses A • + I• ... ••'G ASS/pNA1, TOT. LD. 55.0 PSF seal.. p o t'h peo prof"Sl Wh'/i Wtidey f Y7pthe p ON hishe iM aW lb~i 'ruh 1 o1 N DUR. FAC. 1. 00 FROM TH r. au t1 Iyofsitapolwall1, or lho Nutlang oas101ar 16IT1 1:«.:. l 2400La6( OmpOF.Soule1$0 ter 1II1 SPACT NG 24. 0" JREF- 1WSP408 Z07 OdXWa,FL RS)7 ForInfor.atlo she this job's general miss page and thene a'° aI Cos FL COA SO 173 a ALPINE1ptn.lt. Cole TPI Collins( g. RCb .abdl try.ce•: ACC: .6-re.arg illiam H. Krick Lic. Number 70 GI- THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & 01MERSIDNS) SUBMITTED BY TRUSS MFR. 1t1430-//b1U - A kmu"iray) -UAVIU WttFLY -- LOT 1/ Neagan 1'olnre - I-OA 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 "13B" uses design values approved 1/30/2013 by ALSC Truss must be i nstal I ed as shown with top chord up. 3X4 e 1X3(R) 0-8-0 1-4-0 10-0-0 0-8-0 1X3(R) = 3X4 e o!M- 8 4 Over Continuous Su rt R=110 PLF W=3-0-12 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. Defl ection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any I ongi tudi nal (drag) forces. All connections to be designed by the building designer. Note: All Plates Are 1X3 Except As Shown."`°"'"""'I u,4 Design Cri t: F13C2014Res/TPI-2007(STD) 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.! 3• TY: d n0 2 L r 1111= AN IrW OD—V 2400 Lake Dr,Suite 150 IMPOUAR . "WARNvwu eN THII ilri G Two uLi MDfal ucT°No1a110 w'THE InsruaFas. Trusses rsaulra aalresa Car. In r.1,11 atlng, tandllng, snipping. 1-1&1llng and 1, a I q Rarer Io a roll the latoat adl tl on or aCSI (Wilding Component Safety Infor-tlon, by nl one WCA) for safety p-CIIC prl Io parforping Ifesa fetCll ens I.nlall•rs snsll prwlW t••porary """ par "" Vnl •ss rot ad oI se. lop chord shell he— properly attached slruclural sleatM ng w poll— chord still have a properly ait rigid caning t.oCatlont, stem for pensonanl lateral restraint or saps :lull have ereClng Installed actions Q, 07 or 010. as •pp4iCSbl• apply plates to each race or I— mne pest tlon as snow. above tie,ant atalu, wess noted etha,aso. Iarer to drawings lea-z for standard plate paaltlena al p1 no. • dl vl are — or I TO W I 1 di ng Coaponents Group I ro. anal I net ad reap -al a o for any dwl et I on fr t raal ng, any rel I era IO bul I d the truss I a C-tormance a1 In ANSI /TPI 1, or tar nandl 1.0. shl pill ng, Imlallatlon a 6-1-60 or Irvsaes sal - tMa droo lip ar eevar Mil Ilatlng tMa draN INl Bates axptMra or prefte diet .p11MM/q rospoWelllty W,.My ref lie des10n ale.n Tie swtlla Ity w use of l s ar-It1p for any atrue1w Ie t respo.W 0111 ty or ale dW 1 ding oeal0er par NISI /TPI 1 5— 2. O. 01 1 aS A S T 0 %Q S w% rC •. 1 e• v I. gt t y!I •••• m• •Nv` V ONAL • Wt(lM1gW(((Mll TIC LL 40. 0 PSF TIC DL 10.0 PSF BC OIL 5.0 PSF BC LL 0. 0 PSF TOT. LD. 55.0 PSF REF R408-- 25552 DATE 11 /06/17 DRW HCUSR408 17310229 HC—ENG KD/DF SEON— 508518 DUR. FAC. 1. 00 FROM CH SPACI NG 24. 0" Gl JREF— 1W5P408 ZO7011gLCOA228)1ano, FL COA 0021E for per. Inre.tall- m.. Ihls loe•s . V'rCl rotas p•o• .no Inas...p sll.a' ALII NE ... All of net t• <—. TPI aa. till nsl aril. aTCa- a.. abet ndustry Bea. ICC' ... ICGsaf•. Orp illiDm H. Krick Lic. Number 70 11 /06/2017 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS UFR. L 10930-/IDIV - A LMOKIray) -UAV1U TTttkLT -- LOT If Keagan YOInTe - rw Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur. Fac. =1.00 / Plate Our. Fac. =1.00) TC- From 50 pl f at 0.00 to 50 pi f at 16.83 BC- From 5 pl f at 0.00 to 5 pl f at 16.83 TC- 913.39 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06, 12.06, 14.06, 16.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W4X6 S 1.50 41 WWO 4.00 L 1.25 8] W4X12 5.75 L 1.25 17] W4X12 5.75 R 1.25 18] WWO 4.00 R 1.25 21] W4X6 S 1.50 3 COMPLETE TRUSSES REQUIRED Nail Schedul e: 0. 128"x3", min. nails Top Chord: 1 Row ® 2. 50" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row ® 4" o.c. Repeat nai I i ng 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. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 m 3X10[4] E3 2X4 m 3X4 w 5X6 I= 2X4 Ill 3X10[18] = 2X4 m 4X6[2] 4X12[8] e R=3836 W=8" 4X6[21] 16-10-0 Over 2 Supports R=4397 W=4.5" f10-0-0 0-8-0 Design Cri t: FBC2014Res/TPI-2007(STD) A`PN: •H: 3/y/` PLT TYP. Wave FT/RT=096(096)/0(0) 15.! 7•. TY: 1 FL/-/5/-/-/R/- Scale =. 375"/Ft. e 7ARNI NGI • • MEAD AND FOIAM ALL NOTES ON TIO s ORANI MISS I ~ANT" FIIMDSN THIS'ABINO To ALL /yAITI MIS IMCLUMING THE INSTALLEAS. ' i S_ TC LL 40.0 PSF REF R408-- 25553 Trusses maul re ealrna* tore In fabricating. wnoll,q, shl ppl ng, ImtN ling eM bracing Refer to a fat Ida latest delete, of acsl (wilding C-Pamant safety lararaation, by Sol oba Rai ror safety pr.ttl RI DB TC DL 10. 0 PSF DATE 11/06/17 to parforaing it.- funcllons Installers small pride taaparary bracing par OCSI finless noted of M top chore shall have properly alleched structural smoothing And b*tlea Chord 'hell have a properly all E rigid col ling. Locations shoan ror Parliament Iet oral restraint or oohs shall lave bracing Installed s a BC DL 5.0 PSF DRW HCUSR408 17310222 ntheG actlons IU, 87 or e10. as appllcaaa Apply pl staa to each race or truss anal peal it on as sheen obevo Jol nt Octal l s. Wass noted others) se Rorer to dread ngs 1I0A.Z for Standard plat* post it ons. a T ` BC LL 0.0 PSF HC-ENG KD/DF l o I nenta croup I no small rot M responsiblerorao far any awl all on r 1Alpinehe, • al N t on of 171I Buildingelngtrussfoalnp, any rollun to Oulld Imo truss In <onforabnte al M ANSI/TPI 1, or ror henolimg. enlad rp, V r SEQN- 508576ANMW MiAW rudnatollallonabracingoftss*s. q 6 1 TOT. LD. 55.0 PSF aMl on IN; draatfg er tbyar MOa Ilatlp tNa 4rwl p, Indicates *C Spite tN molwl em101 nggf1110raspolalalltyaaMYfbrtheOee101alldanTilesYltMaIIVandSillsoflsdraallgTerAnyatruelwsat e sls• 'an•' a ONAI 24MLAcOrupcDr. Satt150 reaponalblllty of the &halls Opal gnar par AMSITI t Sec. 2. u" ,`_ L•(' eINN1I1RNlwnr DUR. FAC. 1. 00 FROM CH 61SPACT NG 24. 0" JREF- 1W5P408 Z07 011agdo,FL ran FLCOA90273 For sera Infe radon sue this labs general notes pag• a,d these lab sites: JNTPI ALNE: eaaofiscon. ale lotnst.ono. R,acon,sa CA- alls.sbclustry.call: 1CC: Iccro.-9 Illiam H. Krick Lic. Number 70 l 1/06/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. l I4f4s0-/ /) 1 V - A (MtlK 1 ray) -UAV I U WttF LT -- LOT 11 Keagan t'OI nTe - FtiL Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 pl f at 0.00 to 50 pl f at 13.27 BC- From 5 pl f at 0.00 to 5 pl f at 13.27 TC- 822.43 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06, 12.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W4X6 2.75 L 1.75 4] W3X8 S 1.25 5] W3X6 2.75 R 1.25 8] W3X6 2.75 L 1.25 9] W3X8 S 1.25 13) W4X6 2.75 R 1.75 2 COMPLETE TRUSSES REQUIRED Nail Schedul e: 0. 128"x3", min. nails Top Chord: 1 Row ® 3.00" o.c, Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row Q 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. Defl ection 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. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 m 3X8[4] 1s 2X4 is 2X4 la 3X8[9] as 2X4 ai 1-4-0 10-0-0 0-8-0 4X6[2] e 4X6[13] W ile 13-3-4 Over 2 Supports all R=2673 W=7.25" R=2991 W=5.5" Design Cri t: Fg (STD) ••H' TY: 1 FL/-/5/-/-/R/- Scale =. 5"/Ft. PLT TYP. Wave FT RT 0%(0%)/O(0) 15 3P NIGI CostNe011o1a0WMMNGh TC LL 40.0 PSF REF R408-- IraTANT-4AR""u"" TXIAS OMING To ALL Cost crESTIQllltratns. 25554 Trusses require .at,- car• 1. f&arl cot I ro, handling. Shi ppi ng, I -t.l I I no and bract .g. Rotor to . rot 1 the $.test edition of KSI (euttdiag Component Safety Wersollon, by TPI and WCA) for -rely prat,' prI r08 ' 0 S TC DL 10.0 PSF DATE 11/06/17 to parforNng ,has• fund'ens Ins,.'' ors 111 provide I•.yor.ry bract ng per KSI. Unless rote of s..111 top chard arms hove properly attached siructural sheathing and boites chord shall have a properly sit Hold co'llnp Locallons Shoe& for por.anant later& r..,r.Int or sobs shall have bracing Installed a4 BC DL 5.0 PSF DRW HCUSR408 17310233 Pons ol, 07 or aid. .s .ppl (cool •. Apply platb to each fees of truss And post tion as shown above yS T O = HC- ENG JB/WHK G02theJointtet.11s. tall ASa rotad olle%So Rotor to or" ISW-i for standard p1./e post ti ons TV Q BC LL 0.0 PSF SQpIre. • dl a sl on or 1 bl l °t nit Cosponont s Crat& I nc. share rot bo r°sponsl bl ° for say dovl ail on rr t realng, any f011ura Io but Id t"o truss Ia conforeance &,n aNS1 nPl 1, or for rondl t no. sill ppl i SEQN- 508826 ANIrWCOMPANYtnstall.lIol m bracing of trna., FSS/ 0 TOT. LD. 55.0 PSF Mistrial aola'y'glb°fr (1G0e Oaspl llsM 11 thisseep q he (sW ibl?i(y'tliad ttm°eof tMss'"cd'o ag for mn°y"asirVc"iilr"9 i t AL EN, raapwnlIII: I ty of the out s dl no coal par par ANSI /7 t I See. 2. DUR. FAC. 1. 00 FROM CH 2400LakeOmrDr. Suite I50 PACI NG 24. 0" JREF- 1W5P408_Z07 olFLCOA12817ror.or. I see i"" Job's g.er.l roi.s ww .e'has...° "`•'. ILL11NIi & plroil. m- FLCOACO21Joco.,Hon ea. ....' pine, erg..Tca ... seelrnduslry <o.. Icc:...1«s.f..arg illiam H. Krick Lic, Number 70 GIS II/ 06/2017 THIS D G PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 15430-/7b1U - A (M6KIray) -UAVIU WttKLY -- LOT 11 Keagan Pointe - tJ7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" 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 got chord. 2X4(A1) L 1-4-0i-J L7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bid notnot located within 4.50 ft from roof edge, RISK CAT II, EXP 8, wing,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 0-4-0 Design Cri t: FBC2014Res/TPI-2007(STD) .'Q.1 H• PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 • TY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. ARNIHcI M•• NEW am Faun ALL NMS a TndSORMNGI j. IOIITANP• FU IN SR IWIS ODUw TaIALL OUTPACTaai 1RCLUMIT0 M OMMULERS. TIC LL 20. 0 PSF REF R408-- 25555 i C DATE 11/06/17 truss•: rpul re gir•a• Care in fabrl Nll,Ig, nandling, ahl Ppl ng, Installing and arming. R•Hr tee rat pp Iro latest Nltip, o' aC51 (aulldong Component safety Inforeation. by TPI and WCa) for safety Pr«tl pro 0.700 1 = z TC DL 7.0 PSF I• perrertl,q these rundtlans Insidlers shall prwlde lesparary bracing per aCsl. Unl. noted of se DRW HCUSR408 17310228 lep Chord stool have properly at lacrod 91—tooral shoalhi rp and bot lee Chore shall no" a properly at I aid call 1105 pLocal I— ahean for per' —t lateral reatralnt of one. Lull tow Or«Ing Inalallad C BC DL 10.0 PSF G O eelions a1, a1 or alp. as aPP1 l cats •. apply PI alas to each face or truss and pest to on as shoot alloy the Joint Da/Hls. uNass noted olheralse. Refor to drealnys 160A.2 for standard plate °ps11lons. S T O e•'Q BC LL 0.0 PSF HC—ENG KD/WHK At ofno. a °I vI L on or I Tr Iw' l dI ng cPgMents croup I nd s"I I rot eo r N—i a o for any dwI .0 on r • a P raging, any &allots to 1WIO Iro tress In Cen&oraanc• alth aNsl/TPI 1, or for nandllrtp, sMppinp, w a/s 1 • AN II'W mMi1s,NY I mul l au an a bract rp or basso Is .t}Q ee TOT. LD. 37.0 PSF SEON— 736701 llp eddy a 1 R seal 10111'ty >e Nrarer tto Oaspl p~i IIsla•nro The S:meetf1 tY"diM Uw of tNTs'OC°raal p`ff°a1 a Is t ALL LL DUR. FAC. 2400LdieOaWDt Sdite150 11 s lathy of the aalldlq OW Stair Par NMI/T I Sac.2. 1.25 FROM TH 24. 0" JREF- 1W5P408 Z07 Odmdo.FL 32837terbetel"f°.a"°" toe this Job's 9" 1 note' P". and these eels alto' FLCOA90178 aL I NE: —al WI:w.Ipinsl ara..rca aee ae<Indpatry t— ICC •o, Ioxm erg illiam H. Krick Lic. Number 70 61SPACING 11/06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 18436-/751U - A (MBKIr I ue Set- 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 UAVIU WEEKLY -- Lot 17 Reagan Pointe - EJ7A ) 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. Provide 2 16d common nails 0.162::x3.5:: toe nailed at Tochord. Provide 2 16d common nails162"x3.5"' toe nailed at Bot (0.chord. Laterally brace BC above filler ® 24e O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). L1- 4-0 ISJ Ile 7-0-0 Over 3 Supports R= 360 U=28 W=4" RL= 92/-30 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind TC DL=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. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.05 ft. from roof edge. R= 188 U=53 R= 103 U=0 20- 4-0 Design Cri t: FBC2014Res/TPI-2007(STD) n H`<, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 4 TY:3 FL/-/5/-/-/R/- Scale=.5"/Ft. e • rARNI NGI r • 111-0 AID FOAM ALL MOM a TOO MM IIGI e' 'L TC LL 20.0 PSF 11NWMT•• ""S'S 1 TRIS ORMRc To ALLOORIRAna S INCLUMlto THE 8USTA1LEMS s % REF R408-- 25556 Trusses require eairewe core In fabricating. handling, shopping, Inst•Illng Anti brad nag Refer Io a fall the l"to st edi lion of SCSI I.Sullding Component Safety Information, by TPI and WFC.) ror -rely pr•<Il pro 0. 708 t TC OIL 7. 0 PSF DATE 11/06/17 Io perrorwi ng these functions. Installers aM11 provlda temporary breclag per SCSI. Unless noted of so DRW HCUSR408 17310246 led chord shall have properly attached structural sheathing one bottom chore WWI have a properly at rl old col ling. I= dons shown for permanent lateral restraint of webs shell have bracing Installed C BC DL 10.0 PSF weNF jjn0sons e3. S) or e10. as applicable. Apply plates to each race of truss and position as ar_ above the Joint Oetells. woss noted otheralso Rarer to drawings sat1A.Z for standard Sw T O HC- ENG SCN/WHK Gplateposltlonsf Al01ro. • 01 vl sl on or 1 n Sue I al ng camldmdnts croup 1 no skirl 1 not ea respond a o for any awl all on rr :•`^ BC LL 0.0 PSF rMing, any fellure to ls the Irufs In <onfofman<e with ANSI/TPI 1, or for hwdllnp, snlppinp, SEQN- 510022 ANRWWM3MNYIIsalLumabradngortrusses d............... r ee •e r• a•e TOT. LD. 37. 0 PSF seal eh We drearl hhg er cover page 11 etI t tM a ttrM hq I net ce "tenses of prefosel arol 1 hISSfl lip reeeorlall ty maltly far the eho.n. The :raw eM use "tenses drea1hg fsr any .truoiun Ie t s r t7/ l 24M We Olage Dr, Suite 1$0 r'mavonal bl I 1 ty of fir VI1 a p o•sl One. per AI61 /Ida ,Sac.:. 0"Iol s No DUN. FAC. 1. 25 FROM CH NG 24. 0" JREF- 1W5P408_Z07 QtlmQp. L 3'-837 For wen Informatlon sae this Job's garoral notes page and these eels Wt... FLCOAd0273 ALPINE was al pinot t•.cow. ON was tphnst erg, area wenocow,- sbclustry . ICC. wa.Ic—fe.erg illiam H. Krick Lic. Number 70 GISPACI 11/06/2017 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IU436-/7510 - A (MBRTr lue Set: 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense UAVIU WEEKLY -- LOt 17 Pointe - GJ1 ) Lumber value set "1313" 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 got chord. PLT TYP. Wave a LPU LS AN D'W C0MRkW 2400 Laic Onep Dr, Smlr 150 Orlando, FL 32337 R=-36 Rw=2401:13 43+ 0-10-11 R=9 Rw=15 U=10 0-4-0 LO 1-4-0iJ 1-0-0 Per 3 upports R=201 U=56 W=4" RL=32 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere in roof, RISK CAT 1 1 , 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. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15. tARN) NGI • • READ AND FOLIO ALL IOTES ON TIN & pWI NGI IIi na"* FIRM SN TNIS RRANI NG TO ALL CONTRACTORS INCUmI NG TS@ INSTALLERS Trusses rpul ro e." care I n fabrl cats nit. handl I np, shl ppl all. I mist l I N a" bract rig. Raar to rholatesteditionof:1 (Su1ldlnp Coaponent Safety Int'4~60n, try IN ants RCA) far safety pr«tl a porf<rel ag Chase Iunctl ens Instellm shall prwtdo Iosporary bracing par SCSI. Unless noted of op chord Shull have plead rIy at lachad structural a" thl ng and bet too choral shall have a proparly at lgld callng LocaU ens :noon for porvienanl Iataral restraint or sons shall have broclno Installed tl ens n, nor SIC. as esapplicable. Apply platto each ae% face oftrussandposition %loan above ha Joinunless Doalls, notedotherwise Refer to drawings I6GA-Z for standard plate posllloha Alp ro, a dl vt st on of 1 TR SuI I dl ro Caaslaronts Group Inc. shell rot ad resaonsl bI a for any devl at i on f Irol ro, any ratlu- to build the truss In centered— 11h ANSI/TPI 1, or for handlino. shipping. mtaltaltm A bracing of I—sas. aael on tin a dr l ro x cwaf IllRa 11 ail ro tM a tirwl row 1 hrl ester Reeaptann e/ ptefasal'"'I attgl fell spinal bil l ty Pettily y far thedeal pn tdoaht 7ha wl tea 11 ty ante tea of IM a proving far any atructun 1 • espensl011lty or the outldlng Doslpmr par NISI/TPI I Sac.7. For edra Inrofeotlon see this lobs general rotas pope and those sob sites' ALPINE: see elplratto. con: TPI: ww.tpinsl erg: VrCA airs abcl r.hntry cas, ICC see 1—fa.orG H. Q,;pTY: 4 FL/-/5/-/-/R/- 4 TC LL 20.0 PSF 1 } i TC DL 7.0 PSF BC OL 10. 0 PSF Q ` W BC ILL0.0 PSF TOT. LD. 37. 0 PSF DUR. FAC. 1. 25 16ISPAC1 NG 24. 0" k Lic. Number70Scale =. 5"/Ft. REF R408-- 25557 DATE 11/06/ 17 DRW HCUSR408 17310219 HC-ENG KD/ WHK SEQN- 736698 FROM TH JREF- 1W5P408_ZO7 11 /06/2017 THIS DWG PREPARED FROM COMPIRER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15430-//,1V - A (MOKlray) -UAVIU WttRLY -- LOT 1/ Keagan Pointe - GJ3 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"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=59 U=28 R=50 U=0 L01-4-0 -J 3E0- 0 Over 3 Supports rR= 222 U=45 W=4" RL= 62/-23 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 1 1 , EXP B, wind TC DL=4. 2 psf, wind BC DL= 5.0 psf. GCpi(t/-)=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 Cri t: FBC2014Res/TPI-2007(STD) pig H• y, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 Q/ TY: 2 FL/-/5/-/-/R/- Scale =. 5"/Ft. WARM NGI • • REM AND FOLLOW All 11RES OS TIC S CRASI NGI s IISTANTFlApnalTHIS •PARING TO ALL CONTRACTORS IKLMM TIE 116TALLM d •• TIC LL 20.0 PSF REF R408-- 25558 Trusses rpul re eatrs re In fabrl Gail ng. Itandl l,g, shl ppl ,Ig, Inst.11l,tg ..d bl-f p Rof , to fell Iho lataat od.ti:n of SCSI (Zllaln° Ceaponent Safety Inforststlon" by TPI and RrCA) ror seroty pracil 1: 0. 08 1 , TIC DL 7.0 PSF DATE 11/06/17 to perforl•1 no thus. functions. In—II.rs sho11 provld. 1.aporary b—I.,; per SCSI Ilnlaas not" .1 la• DRW HCUSR408 17310227 lop' no" shell haw proporly att&c od structural shoatning and boetoo chord shall how • proporly .I t Igld < ol l Ino Locatlo,Is sno.n tor porounant lateral restraint of nobs shell have bract np Inst•l lad BC DL 10.0 PSF d n shell— Q. ST or 510. as appl ICabl e. Apply pl ato% to oath face or truss and post ll on as sllaan abevo the , olnt OSLIIs, wss not" olhoras. Rof.r to dr.angs law.z for at.nd.ro pLi. pesttlons. S T : ` BC LL 0.0 PSF HC-ENG SCN/WHK l0ANITWCOMMMY 4 p1 ne, a dl vl sl on of 1 Tr Sul l dl ng Cos onenis Group Inc shall not to responsl bl a for any devl all on r rsallp, onY fallur• to build tho truss In ca,tforauutce a11h ANSI/TPI 1, or for handling, shipping. I rsl.11ailon a brael,q of Iress.,. w WQ e• I+/ e dtel,••• ,.•_•` G' TOT. LD. 37.0 PSF SEQN- 510009 p dp a g 1 rapltsl'NtIt7 wM y°t'b tMO°' 0•a°'I °pl' IIa1w I6°'TlNilissN=t•b11i tyMd10 lis"iof tMtaddrasinp"ruM' afructur t s SDUR. FAC. 1.25 FROM CH r'•apsnlblllty of tho SWIIll...1lpmr par ANM$AN I Sae.z. A1,ey 24MLAvOmwDr., Swa150 I NG 24. 0" JREF- 1W5P408_ZO7 OAmCOA7283TIonTMswaaott, Kc: aaa.sYI°nd and these 1C°c:`l :a'"leesare FLCOA00 _73 ALPINE:—atprmi coo. tipinst ". coo.. or° dliam H. Krick Lic. Number 70 6jSPACI 11 / 06/7-017 THIS ON PREPARED FROM COMPUTER INPUT (LOADS g DIMENSIONS) SUBMITTED BY TRUSS MFR. k ICA130-/ JD I0 - A 1,11110K I ray) -UAVI U TTCCRLT -- L01 If Keagan rol nce - t .30 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 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"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bid not located within 4.50 ft from roof edge, RISK CAT II, EXP 8, wing-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=116 U=54 R=89 U=0 L01-4-0 lial 5-0-0 Over 3 Supports -- R=288 U=51 W=4" RL=92/-27 A„ gSlunlmwdp nJq q. Design Cri t: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 i3 / 4a0TY: 2 FL/-/5/-/-/R/- Scale =. 5"/Ft. ARNI NGI " READ NO FOLLON ALL NOTES ON nd ORM MGI I tir/rAllT'• FtOMW THIS ORM tip To ALL CoNnNlcr„a IN4(D$NG THE INSTALLERS a• f S` TIC LL 20.0 PSF REF R408-- 25559 a DATE 11/06/17 Trusses raRel ra eslrelse cans In fabrl<all IV, harel IN, shl Wlrag, Instal 11..p and eracing Rarer to roll he I.tost eoltlon .f KS1 (WI$dl..g coavohe t Safety Inroreatlon, by Tat and WFCA) ror sarety vraell vrl N e iO. Io8 1 s TIC DL 7.0 PSF to perrorlslr.p these runctlons Installers still provide ta.porary brocl rap par SCSI braless poled of DRW HCUSR408 17310221 top chord shell nave properly at Cached structural sheothl all .M bOi tea chore shell hevo • properly et rigid c.11ing l«atleas sheen for peraanent lateral restrw or sane shall have bracing Installed BC DL 10. 0 PSF G Q no j eons ST. O or SIg. .. Applicable. Apply plates t. each race of truss and posltlon As show. A the Jol at petal l a, ad ass noted otheral se Refer to drool ads 16GA-2 her standard pl eta post tl one 4 pl he. a ill vl sl on or I M Sul I dl ng Coopoh.t is Group 1 ac she$ l not be respond a o for any devl at I on rr S T O ; Q r BC LL 0.0 PSF HC- ENG SCN/WHK I IT Lb N4rWCOMPAW ra.l ng, any (all urs to bul l d the truss I. n eonfereenee al th ANSI /Wl 1, er for handling. I ng. MI ppl ng, I—to$1.16on A br.cl.9 or truss., thl dhvNalp IIstl Me drM Ihttll a Is- 1 .•' \' TOT. LD. 37.0 PSF SEQN- 510012 veal en or raver papa Ip a(aa e pptNee of forMslprl eplhlpSrlrsspOnslalltyMMyearthea.sl pn .Itp..ro The Mt.bi li ty .ro 1ea pr ht1. drMp for say e(s.ctun le e 4' v DUR. FAC. 1 25 FROM CH 2400 Lake Orange Dr.. Spite 130 rls.pZ.: a .. ty of the Vl I ell ng Oral per par ANSI.IM I Sac. a NG 24.0 JREF- 1W5P408_ZO7OdsoUFL32537ForlsoraInfornotIonseathislob's general notes pope and those aeb altos I FLCOA00273 ALPINE: a.o at piholto cols, TPI: a.. tpinsl erg. WCA: sea sbcl..oustry.coo: ICC: oaa Icesafe.erg illiam H. Krick Lic. Number 70 161SPAC1 11/06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 184J0-//DIU - A kmCKlray) -UAVIU WttFLT -- LOT 11 Keagan I'olnTe - W 5A Value Set: 138 (Effective 6/1/2013) - Top chord 2x4-SP N2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" 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. Laterally brace BC above filler a 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bl dg, not located within 4.50 ft from roof edge, RISK CAT 1 1 , EXP B, wind TIC DL=4. 2 psf, wind BC DL=5.0 psf. GCpi (+/-)=O. 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"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=134 U=55 2-10-11 1-1 -3 21-4-0 R=61 U=0 T 20-4-0 2-1 -3 L01-4-0 a) 5-0-0 Over 3 Supports -- R=288 U=51 W=4" RL=92/-27 Design Cri FBC2014Res/TPI pgNltllWpyry" H,. t: -2007(STD) J1 ,,y PLT TYP. Wave FT/RT=096(09G)/0(0) 15 8 / -.QTY: 2 FL/-/5/-/-/R/- Scale =. 5"/Ft. ARNI NGI •• I11AD Ale Ft1Up AIL TOTES ON nos aRAo11161 1YpIrANr•• FISH THIS-.11Rr""LL."'AClaS IIC—M M I$STALLERS ! sJ TIC LL 20.0 PSF REF R408-- 25560 ftA DATE 11 /06/17 T,..-. require ..Ire -car. In rabrl colt n0. handl l,q. SDI No ng, Instal l Ing and bract np Mora, Ie tool oi'r'y e ecl n0parWKSI. tqW1rowroral,-q' t1hoosseorunncctions. insttallers shelf at °" o. 08 t s TIC DL 7.0 PSFp-lalsrtranot aass noloaa DRW HCUSR408 17310220 aN lop chord shall love properly attached structural slostnl n0 and bell— chord shot he- . properly at l ptd 1 111np I—.tl—s fhoen for p.rYnsnt later.$ -st-Im or was shall nave braalnp Installed S BC DL 10.0 PSF Q poAI tl—s ], aT or 610. as WP$Icoble apply Plats to each race er Ir—s and position as sheen abo Ile Joint Il.talls. Wass -1.0 OthaMso Retsr to drini s 1a0A.Z for standard plate positions PI no. . alvls$on ar ITr It.dlnp Co.paenla Or o — trInc.I b1. ror ofor' bh'aMrino. S T o @! BC LL 0. 0 PSF HC-ENG SCN/WHK 111 J AN ITWG0fAP1iW ra.l ,q. eny ration to build' Iha tr.ff in c—ro ante 1h ANsl /TPI snppi np Installation A bracing or truss.s tNa kaNro Ilatl thla dr Irail w' p N ae 1 , ease ASS/FN TOT. TOT. LD. 37.0 PSF SEQN- 510031 aMl - K tssaar M0• rg rg ratty axN tare. of pfWM{l oral algllwtlraarlrlslallty .aair w th. daalT sloes. Th. auttarlllty arse nta aof I Is dr",V for any ,t.,,et... 1. DUR. FAC. 2400 LAc Otmr Dr.. Suite 150 reoolsf W I I ty or tha .1 dl np OaaI t Iar par ARSI . 1 .. I. a s 1.25 FROM CH 6PPACI NG 24. 0" JREF- 1W5P408 ZO7lFmicoaTAL04ME: asale olto coo. TPI oao llot f'.<<.r. holes . by -• KC:ells osa'Iee,.r••er, l illiam H. Krick Lic. Number 70 11/06/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 18436-/7510 - A tmuHTr, I ue Set: 138 (Effective ITop chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 VAVIV WEEKLY -- Lot 17 Pointe - CJ3A 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. PLT TYP. Wave a oLS AN 1 W CX)M;AW 24001Ax Omp DT, Slute ISO Ortmd•. FL 32337 2X4 01 1- 4-0 -J 0- 0 Over 2 Supports R= 221 U=45 W=4" RL= 62/-23 139 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 (+/-)=O. 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. R= 73 U=27 21- 10-11 TT 7- 1- 1(-3 20- 4-0 Design Cri t: FBC2014Res/TPI-2007(STD) FT/ RT=O%(O%)/O(0) 15, WARNI NGI -- READ Alm FORA ALL NOTES ON no$ MW NGI -1/ 1 RpwroulT-- F *" SN THIS ORM NG TO ALL OGNRACTG6 111CLUDI NG THE I NWALLEAS. Truss rpuln ulr. c r. 1n r.brloat•ng. hwWI4ng, shipping, Irmtalll,9 .,,0 Er=4.g R.Cer to r n. Lt.al o0l fl an or pt51 (WI101,g Canpdwnt S.rety InforYil on, Or TPI and RIJt) ror 'Duty pro,,11 o p.rrorel,rp tows. rutctlons. ImtAll.rs dull prwld. t.•por.ry Eracl r,g per eCSI Unlss nwt.d of op Gourd'hall hove properly .t t-h d str-I.-I sh teth•ng And bot lee clwrd .",I hevo . proporly .1 told _ 614np L•Cstl o,w shovel ror p.ntun.nt I.UnI ns lral nt or Aobs dull haw br.c•ng Installed otlons • 3. s7 or e10, a..Pplubl.. Apply plets to each r.c. or truss Ana post tlon .s bhl • •II Iw Jolnl a1•I1s. u•sa not.d otMMN RaQr to drawings IWA-x ror stondard plot* polltl— AI pl m. a di v sl on or I TV 8.11 of ro C..pownt. Group I m. Vwl 1 ml to respond a o ror _y dM At I on r 1 ng, eny rol l ure to OW I d IIw truss I n Demers 4 vi th ANSI /"1 1. or ror 1uMl I ng, shl ppl ng. mtall. tlon & bracing or truss.'. r• al m ta. dr•e1ro W O•M•r pogo 11•tlro tM• ttr•1t1 np IIWI atM •p•pt•nc• e prer•ssl arl•I of Ift rli apnWa11tyalndYt= tM natal gn slw l. 7M •u1 t•a 1 i tr •nd u• of to • Or•./ ro rer rary •tru:tl I • ap— Mall ty or tN. • l 140 no OW pwr par ANSI /TP1 I Sae. 2. For eon lnron.alen sea roll lob's 9e 1 rods P.Q. onwi tress. we L 1— ALPINE . I pl rwl t. es: MI: a e tpl ns1 erg: RCA .a..bcl nd-try. car; KC: — I ecsan. erg ATV • 9 c — y, 08 1 T 0 ; Q MAL:` tirIW1 H. Krick Lic. Number 70 FL/-/ 5/-/-/R/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. L.D. 37.0 PSF OUR. FAC. 1.25 ISPACI NG 24.0" Scale =. 5"/Ft. REF R408-- 25561 DATE 11/06/17 DRW HCUSR408 17310218 HC- ENG SCN/WHK SEQN- 510028 FROM CH JREF- 1W5P408_Z07 11/ 06n-017 THIS OWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L ]UgJb-//DIV - A LMtIK1ray) -UAVIU WttRLY -- LOT I/ Meagan voinLe - MJ/A Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x4 SP #2 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 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 1 Special loads Lumber Dur. Fac. =1. 25 / Plate Dur. Fac. =1. 25) TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 2 plf at 0.00 to 2 plf at 3.24 BC- From 2 pl f at 3.24 to 2 p1 f at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 1.08 lb Conc. Load at 4.24 TC- 267.88 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 146.18 lb Conc. Load at 4.24 BC- 121.87 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 16d common nails(0.162"xM:: , toe nailed at Top chord. Provide (2 16d common nails(0.162"x3.5", toe nailed at Bot chord. 3-2-14 6-7-3 9-10-1 Over 3 Supports R=274 U=116 W=4.907" R=268 U=90 'rr23-10-6 2-9 14 21-4-0 R=125 U=0 Y 20-4-0 Design Cri t: FBC2014Res/TPI-2007(STD) pp Ni H, -90* PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 a QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. ARNI NGI •• 111-0 AM FOUp ALL OWES ON TIGS alMMCI s; TC LL 20. 0 PSF REFIIirMrt•• FUM SN THIS ORAtI NG TO ALL COWWIY6 IICLUM nG TIN 001STILLLOM R408-- 25562 Trusses ryulr• •stray cr. In rabrl call ng, hanol Ing, snl ppl ng, Inst.l llnq and breel.0 Refer to roll Ino Ltestaaltlon o/; S1 (w1ldlnp Go e„i Safety I.fereatlen, by T.I ne WCA) for safety pre.14 prI o. 708 1 TC DL 7.0 PSF DATE 11 /06/17 Io p.rfaced ng these ru,ctl ens. Installers mall pro,ld• t..parry ar•cl,p par SCSI 0nl.ss noted of s DRW HCUSR408 17310215top <nor0 math nave preporly atta<Ied structural sno•tning and bottoa Chord snail nova . properly at • rl gld Ce111 ng Locetlons moan far permanent lateral restraint or was snall now bracing Installed BC DL 10. D PSF a O 0 etlons N. ST or 910, as .pplcabl•, apply plates to •acn race or truss and peal tlon as sheet am the Joint Wtalls, unless noted ctleralfe Refer to dr.aings IWA-Z for standard plate posltlona O BC LL 0. 0 PSF HC-ENG SCN/WHK AN n WmktgNW Alpino. . di d :on of ITV wlIdi q Coroteats Group Itc moll not bo rosponslbl• for any dwlaUon f r«I ro. any tellure to but la the truss Ia cuntormanoa al In ANSI/TPI 1, or for nanoling, sn1 I0° ng' let 1.11on a bract no or t1.Iss.s. a / t`/V TOT. LD. 37.0 PSF SEQN- 510044 1q aCa raa palltf1411INty A rare tlr•A= I IaI all @ tTM wl t 1 i types W of tM a wl ro af' atfKtun 1 t ••t \ V •• • S ONAI Ec;, DUR. FAC. 1.25 FROM CH 2400 Lake Dr. Suitc 150 tvapahtsl011 Sty of the vl Idlro Dosl Der per *MI 1 sae. J. 4 PACI NG 24. 0" JREF- 1W5P408_ZO7anRaeO1laLCOA3273err .are Inratmallan •« Inl:,car a o.nor.I notes pape tnos• sites COApp, nt ICALaNr: ....Ipin•It. es. Tpt: w. tpinat.aro: .TGA: w..abelndustry.ta. t« .•a leta.r. are am H. Krick Lic. Number 70 GFS 11/06/2017 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. k IU4J0-//01V - A kMOKII-ay) -UAVIU WttRLT -- LOT 11 Keagan rO1nTe - KJ/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 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. 0-4-3 i 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located DL whereI n roof, RISK OC1TT II, EXP B, wind TC DL=4.2 psf, wind BC Wind loads and reactions based on MWFRS. Hi pJ ack supports 7-0-0 setback Jacks with no webs. Provide 2 1 16d common nails 0.162x3.5 toe nailed at Top chord. Provide 3 16d common nails 162"x3.5"i, toe nailed at Bot chord. L-C-1-10-10 9-10-1 Over 3 Supports all R=398 U=101 W=4.907" R=217 U=109 T23-10-6 3-9 14 R=352 U=11 0-4-0 Design Cri t: FBC2014Res/TPI-2007(STD) tJ1 H. //""I•,, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 P}. •3Y QTY:1 FL/—/5/—/—/R/— Scale=.5"/Ft. rrARNI NGI •• srno AND FOLLOW ALL ONO a TOs MAXI NGI .• "?; TC LL 20. 0 PSF REF R408-- 25563IIfTAKT•• FUOg SN THIS ORIINING TO ALL COMIUICIONS 0=4G TIE INSTALQS Trllates radulre eatrs care In rleallrtg, heMling, ahlpplry, Installlry and 4r«Iro Refer to (MI ' o. OS 1 TC OL 7. 0 PSF DATE 11/06/17In. latest odl tl on OI SCSI (WIIaI cameo,.. t Saraty Inror•tlon. by Tn and NTa> For soroty Ill I- prl to perforal no these functions Installers Hell prwleo toaparary brecl ray oar SCSI unl— net« of i tap chard . I I nave prowrly •tl•Ched slnlcturN sncotning and botl— Clore shall rove . proporly at BC DL 10. 0 PSF DRW HCU$R408 17310239 c.. ng LocslIons.shown ror parliament lateral restraint or cabs shell have breClnyInstMlad l S3. S1 or 010. as applicable. Apply plstes to a«h r«e or truss W poaltlon as allewl an d, nr O.t.11a..d.aa natal etn.n.la. Ner.r to dra.lroa leGa.: rpr at.nd.rd pl.t. pealtlpna. S T O 'Q =BC LL 0.0 PSF HC—ENG SCN/WHKelorlitSultatpComponentscrouvIn0. shall of rosponalao For any awl all on r t• AN RW AI3MNY trot: ngiatl any a brafoa cing tbut I dseehe Iruss In conrormanca at In ANSI/TPI 1, or For hendl InO. shl ppl ng, i`I"./ of ,c «}, a........ 1 ..•• TOT. LD. 37.0 PSF SEQN— 510049 anal an this dfaatro ar thear gad 1l atlro this AraM ro• IIWI utn IIOCaptSnCa or oloraa.l anSl srolllaSrl !1.\ blllty .Maly For the daal0l alloy The .0 I Sec.y aid IIa1 or t a er.Mro for airy atrtlo w la VS/ . DUR. FAC. 1. 25 FROM CH 2400I.Av Olmp Dr, Smle 130 a 11 ty or the y1N 1 a rag Oea1 r par AIesI /TPI t Sac.:. a O&WO FL 32337 For sore Information sea this lob's general notes pays and those wee at tea PACI NG 24. 0" JREF— 1WSP408 Z07FLCOA90273ALPINEaw .Ipl,al t• coa. TPI wa tptnsl ory RCA' we s«I nOuatry Cod: ICC: ww.l—re. org illiam H. Krick Lic. Number 70 6 S 11/06/7-017 a=== .............. ------------------......... SUPPORT REPORT JOB DESCRIPTION: 18436-/7510-A-LOT 17 WIND CODE: ASCE 7-10 WIND MPH: 139 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.+# MAX.-# UPLFT.-# PROFILE Al 30.000 4.000 WALL 0.000 20.333 1310 -311 Al 30.000 4.000 WALL 29.667 20.333 1310 -311 A2 30.000 4.000 WALL 0.000 20.333 593 -149 A2 30.000 220.000 WALL 11.667 20.333 2035 -477 A3 30.000 4.000 WALL 0.000 20.333 1140 -125 A3 30.000 4.000 WALL 29.667 20.333 1210 -145 A4 30.000 4.000 WALL 0.000 20 333 1140 -128 A4 30.000 4.000 WALL 29 667 20.333 1210 -148 AS 30 000 4.000 WALL 0.000 20.333 1140 -256 AS 30.000 4.000 WALL 29.667 20 333 1210 -287 A6 30.000 4.000 WALL 0.000 20.333 2600 -578 A6 30.000 4.000 WALL 29.667 20.333 2753 -665 B1 12.000 4.000 WALL 0.000 20.333 534 -122 81 12.000 4.000 WALL 11.667 20.333 534 -122 82 12.000 144.000 WALL 0.000 20.333 1068 -240 C1 12.000 8.000 WALL 0 000 10.000 530 -66 Cl 12.000 8.000 WALL 11.333 10.000 530 -66 C2 12.000 144.000 WALL 0.000 10.000 1056 -132 CJ1 1.000 .00 WALL .000 20.333 201 -56 CJ1 1.000 11. 5500 NAILED1.000 20.333 9 -1010 1. NAILED ---- O-------------------------36------34--------------------------------- 000 4. 000 WALL 0.000 20.333 222 -45 tit CJ3 '.: j 000 1.500 NAILED 3.000 20.333 50 0 3.000 g z :t^ 17 f/1 S 7711 -0----1.500---NAILED-------------- 889-----59---------------28--------------------------------- z DA m; .$33 4.000 WALL 0.000 20.333 221 -45 G1p ' 2. 33 1.500 NAILED 3.000 21.889 73 -27 0 - %•' asD- ------------------------------------------------------------------------------------------------- Z ;?5. 000 4.000 WALL 0.000 20.333 288 -51 CJ5 ;.s 5.000 1.500 NAILED 5.000 20.333 89 0 c °`""^M Q.W* 5.000 1.500 NAILED 5.000 22.889 116 -54 00 5A 5.000 4.000 WALL 0.000 20.333 288 -51 CJ5A 5. 000 1.500 NAILED 5.000 21.333 61 0 CJ5A 5. 000 1.500 NAILED 5.000 22.889 134 -55 EJ7 7. 000 .00 WALL .000 20.333 -61 1 EJ7 7.000 1. 5500 NAILED 77. 000 20.333127 127 0 EJ7 7.000 1. 500 NAILED 7.000 23.889 169 -81 EJ7A 7.000 4. 000 WALL 0.000 2.333 -2 EJ7A 7.000 1 500 NAILED 7 000 21103 0.333 103 0 EJ7A 70001500 NAILED 7 000 23.889 188 -53 F1 29.875 7.250 WALL 0 000 10.000 905 0 szcm F1 29.875 5.500 WALL 18 104 10.000 1937 0 F1 29.875 7.250 WALL 29.271 10.000 551 0 F1A 29.875 215.250 WALL 0.000 10.000 1991 0 F1A 29.875 64.750 WALL 17.938 10.000 491 0 F1A 29.87S 7.250 WALL 23.333 10.000 451 0 F1A 29.875 7.250 WALL 29.271 10.000 328 0 J 00P F2 23 063 7 250 WALL 0.000 10.000 971 0 F2 23.063 6.000 WALL 18 104 10.000 1667 0 F2A 23.063 7.250 WALL 0.000 10.000 863 0 F2A 23.063 6.000 WALL 16.604 10.000 1818 0 F3 22.125 7.250 WALL 0.000 10.000 177 0 F3 22.125 8.000 WALL 5.271 10.000 1696 0 F3 22.125 3.000 HANGER 21.875 10.000 822 0 F3A 22.125 265.500 WALL 0.000 10.000 2412 0 am F4 16.604 7.250 WALL 0.000 10.000 899 0 F4 16.604 3.000 HANGER 16.354 10.000 913 0 F4A 16.604 7.250 WALL 0.000 10 000 893 0 F4A 16.604 5.500 WALL 15.271 10.000 155 0 F4A 16 604 10.500 WALL 15.729 10.000 808 0 F48 16.604 7.250 WALL 0.000 10.000 1099 0 F48 16.604 8.000 WALL 15.271 10.000 1388 0 F5 11.875 7.250 WALL 0.000 10.000 349 0 F5 11.875 8.000 WALL 5.938 10.000 682 0 FS 11.875 7.250 WALL 11.271 10.000 313 0 F5A 11.875 79.250 WALL 0.000 10.000 2061 0 F5A 11 875 7.250 WALL 11.271 10.000 855 0 F6 3.188 7.250 WALL 0.000 10.000 161 0 F6 3.188 3 000 HANGER 2.938 10.000 176 0 F6A 3.188 36.750 WALL 0.125 10.000 337 0 jNl 1 FG1 16.833 8.000 WALL 0.000 10.000 3836 0 FG1 16.833 4.500 WALL 16.458 10.000 4397 0 FG2 13.271 7.250 WALL 0.000 10.000 2673 0 FG2 13.271 5.500 WALL 12 813 10.000 2991 0 9.837 4.907 WALL 0.000 20.333 398 101 HJ) 9.837 1.500 NAILED 9.837 20.333 352 11 4u7:9.837 1.500 NAILED 9.837 23.866 ---217 109 99%837 4.907 WALL 0.000 20.333 274 11601AGs EPJ7A (1i*,%37 1.500 NAILED 9.837 21.333 125 0 A m? .1037 1.500 NAILED 9.837 23.866 268 -90 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt as 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 On Inn mnh rind cnnad. 3n' Mann Halnht. P-111.11y Fnrl need_ Fvnneura n. lee+ = 1 Dn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J U Q zt U S P F H P 1 / 02 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9• 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' e' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' V 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard S P D P L 4' 2 7' 0' 7. 3' 8' 3' 6' 7' 9' 0' 10' 3' 13' 0' 13' 6' 14' 0' 14. 0' 2 4' 1' 6' )1' 7' 2' 8' 2' 8' 6' 9' 9' 10, 21 12, 10' 13' 4' 1 14' 01 14' 0' 3 4. 0' 5' 7' 5' II' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14 0' Stud 4' 0' 5' 7' 5' 11' 7. 5' 7' I1' 9' e' 10, 1' it, 7' 124 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10' 3' It' 0' 13' 11, 14' 0' U P Q) U O S P F Li FIl I / 02 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' Il' 7' 14' 01 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' oil, 0' 11' 6' 14. 0' 14' 0' 14' 0' 14' 0' Stud 51 7, 6• 8 0• 3, 9. 7• 6, 14' 0• 4 Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2• 0' It' 6' 13' 6' 14' 0' 14. 0' 14' 0' S P 1 4' 10' 6' 0' 8' 4' 9' 6' 9' 10' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11, 8' 3' 9' 4' 9'9' 2' I1' 7' 14' 0' 14' - 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3• 9' 1' 9' 8' 1' I1' 6' 14. 0' 14' 0' 14' 0' 14' 0' DPL Stud 4' 7' 6' 10' 7. 3' 9'1'9'8' 1' 11' 6' 14' 0' 14. 0' 14' 0' 1 14' 0' Standard 4' 5' 6' 0• 6' 5' 8. 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' l5 X d U O n--1 CSPf LIflP1 / # 2 5' 2' e' 9• 9' 1• 10' 4' 10' 9' 11' 2' 124 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 1 14' 0' 14' 0' 14. 0' Stud 4' 10' 8' 7' 8' 111 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L 1 5. 4' e' 10' 9' 2' 10' 5' l0' 10' 12' 5' 12. 11' 14' 0' 14. 0' 14' 0' 14. 0' 2 5' 2' 8' 9' 9' 1' l 10' 4• 1 10' 9' 12' 3' 1 12' 9' 14' 0' 14. 0' 1 14' 0' 14. 0' 3 5' 0' 7. 10' 8' 4' 1 10' 3' 1 10' 8' 1 12' 2' 1 12' 8' 14. 0' 14' V-1 14' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 104 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14. 0' 14' 01 14' 0' About L able Truss Diagonal brace options T verticallengthnaybedoubled when diagonal 18' brace Is used. connect L I diagonal brace for 5250 of each end Max web Br ce total length Is 14'. l1R 2x6 DF-L 02 or better diagonal T It Vertical length shown braces single 8, 3# In table above. IS' or double cut t as shown) at L 1 1 upper end OnZInV Connect diagona at rd t of vertical wee Refer, to chart above aeVARNIN Ue READ AIm fLLLDV ALL N71ES ON IM DRAVDQ waDP01TANTew rMUSH TICS URAVDNi TO ALL CONTRACTORS D4UDIND TIC INSTALLERS. Truss« re" a extreme care In febricati,P, hardline, shiptjp, Installing and wcYip War to an fallowICSI (&AdbV OCA) theoust *dtlsn of component Safety ]nformatkw% by TPI and for sea functions. practkaspriortopoefarmIImes* Installers shoo pro.Ada temporary bracing per RCSI ess raled elmerwW, top chord shaft he" properly attached structural sheathing and bottom c a. shall heva a prape, y attached X ce1b p Loeatlons shown for permanent lateral rastraint of e f1I shall how bradbp MUUed par RCSI saetfons R3, 07 or 010, a applkaWe Apply plates to each fe d O aor adsontDetalls, unless noted otmerwka. 11111 Ill f` Rof afo dandN.Lp 160MaZ fsMwn ov te poshlons. AN ITN COMPANY a mvldon o1 ITV RY(6p Components Croup Inc. shell rot he reslxxebla for arhY davbtbn fri Iris drawtlp, our. to euW tme taros ti AIISI/TPI Ion anyconerrencew1a1, or Mr,mhl, sh,ppip. irstaUetlon s brochp of trusses. 137231inoq" n Od A seal on this dnwbp or ewer Ibthe thb drawalg, b,icales acceptance e1 p'ofeeslerd respaMNllY Tee tins dnwhD oSufte 200 fwdeelt: sowy sin aMwa netabUty aM un e1 vhy stnc b W tie R11drhD D•slOrer Per NtT1/TPI 1 SecE McMend Helghls. M003043 for wore hfornstlon see hob Job's gareral rotes paile and thece web sHosr ALPDS, www.alNeltwconu TPb w«.tohnstaran SNCM wwwAbcIndstevarm ICd wwwletsaledro Bracing Group Species and Grades, Group As S ruce-Pine-Fir Hem -Fir ll / # 2 Standard #2 Stud 03 Stud i 03 IStandard Douolos Fir -Larch Southern Pineaer 03 # 3 Stud Istud Standard Standard Group B, Hem- F1 1 t Btr Dou as rlr-Larch Southern Plnewww 02 02 Ix4 Braces shall be SRB (Stress -Rated Board). raror Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. able truss Betail Notes, Wind Land 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' ' outlookers with 2' 0 0' overhang, or 12' plywood overhang. Attach ' L' braces with IOd (0.128'x3.0' nln) nlls. ill for (1) 'L' braces space molls at 2' oc. In 18' end zones and 4' o.c. between zones. EiKFar ( 2) 'L' braces- space malls at 3' oc. In 18' end zones and 6' o.c. between zones. L' bracing must be a rinlnun of BOX of web member length 11 Gable Vertical Plate Sizes 11 Vertical Langith No Leas than 4' 0' 2x4 Greater then 4' 01, but less than 11' 6' 3X4 Greater then It' 6' 04 II+ Refer to common truss design for II peak, splice, and Mel plates. Refer to the Building Designer for conditions not addressed by this detal. NG MAX. TOT. LD. 60 PSF 4 D S IT AX. SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 11/ 06/2017 I Reinfa Menl Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes For vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. 2X4 2X4 2X8 rroviae connvctions for uplift specitiva on %no engineered truss design. Attach each •T' reinforcing member with End Driven Nails, 1001 Common (0.148'x 3.',nln) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nallsi 10d Common (0.148'01,min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDI01014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENCIOIO14, A18030ENC101014, A20030ENCI01014, A20030END101014, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENCI00815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENCIO0815, S14030ENC100815, S16030ENC100815, S18030ENCI00815, S20030ENC100815, S20030END100815, S2003OPED100815 See appropriate Alpine gable detail for maximum unrelnroygdidiilgabl&„verticol length. T' Reinforcement Attachment Detail T• Reinforcing •T• Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'To Brace Example, ASCE 7-10 Wind Speed - 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP s3 T' Reinforcing Member Size = 2x4 T' Brace Increase (from Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = I1' 2' T' Relnf. Mbr. Size T• Increase 2x4 30 2x6 20 fT 01" ftl 11111 IU1\\VVl ll lll f AN ITWCOMPANY lu, easeSuRiverpan Maryland Heights. MO 43043 saVARNINOaa READ AND f3LOV ALL MOTES or THIS DRAVIN! aeIMPORTANTee nOMSN THIS ORAVDG To ALL CONTRACTORS INxtiDING THE NISTALLERs Trusses require ewtrema cars in fabricating, handing, shoo . instota+g and bracV0 Refer to a fall" the latest edition of DCSI SDusding Component Safety Information, by TPI and SDCA) for safe practices prior to perforferp these functions. Installers shall provide tei; aerryy larec4q KSI ass noted otherwise, top chord shall have properly attached structure) sheetrw,p and I en c shall have a properly attached rigid calling Locations shown for permanent lateral restraint of v s installed per DCSI sectionsOn O 07 or DID, as applicable. Apply Writes to each faatollhaveandpositionRatertrue: ord position as shown above and an the Joint Details, W/fa noted Otherwlfe. Refer to d-swings 16at-z for stadard plate positions• Alplhe. a division of ITV building Components Group Inc. shell not be responsible for any do latbn fr this drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, aNppin,, instaliatbn IL bracing of trusses. A wool on this drawing or cover page Its" this d'eeing. lad -Us acceptomce of professional 9ponsb1Uty sole) for the dwslpn shown The sultebll she use of "aa d arMatwVClV'e u the remplfbOMy of W DIAdb+g Designer ps ANSI/TPI 1 Sec2. e`'° for mere information see this Job's gonarel notes ppaast and these web Sites. ALPIte. w-etpinettw.comi Till, vvv.tphstaro, SDCA, vww.sbc1nJl StryorV ICC, vww.lccsafe.org ei - ` V fii 0.708 1 s C 7 07 Q •/t• 0,a;( SS Q • NLwon 17 MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY AX, SPACING 24.0' I I/06/2017 CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Re1nf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired. L-Relnf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. OID Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab I nulniwufeA, anbq. P,N1 H. ,- It,••• VAJl00u .LREMAnFMGW ALL WIES ow MS RMWM :'J,G S' .•1 UVWTAlff= runic ll TMS OMVDG UP ALL CDwRALT = lmxuw 6 ne DUTAl1EDS. 'i, TC LL PSF REF CLR Subst. Tmas s 'apA 4 eatrane care + febricatep, hand<M4 shppbr} etsW&e —d amdro Rafe' to 0 fallow the atest eciltlon of nsJ (bAdyp Comorwnt safety Jnforn kx% by TPi and SSW for sor TC DL PSF DATE 10/Ol/14 teW seCltcak netMether F tepochadsfhll hat" PopeV atte ' s str tpoowl*ool srra freed bell d : O• 708 i s shw. l he a property attacrrd rlptl cv1 Locations shown for Perrgnent loteral "Stmint of BC DL PSF DRWG BRCLBSUB1014 shNl have braoblp etstaned Per KSi sections p. 37 or p0. as aWkeMe. Apply Plates to each f !' ' 0 of teas and position as shoo above and en eh. Joint dDrtals. vrdi mud ollw—ftv. i L, Refersto6,e* INA-z for standard plate posroons. BC LL PSF STQrQA4* w. a dhlmon of TN tl "cComorwnts Tram tnc. shag rot be ranyam 0 for yeYvdamANfTWeoAAw,r1Y aJs arowerp, arty faAUY to blthe a. c fornwnce aM AlCUTPJ i, or for lrnarra, shaa+o. 0 •g' •I(, TOT. LD. PSF ld arras Nstalaflon araeerpoftresses. a•• A .al on this d-6v or cover pep Us" this dreaep, bdlcotes ecceptanca of professbd (C • ••.. •' •G u723Worponodw w Y wb r.spaAslllty wialy fv tti show. Tlr sJtabltq w w of ca DUR. FAC. suns zoo fo vq sb caea w tiw .aspvsYJq J dArp oesipner per wainPi l aiea• 11 for nova War—tlonseetMsJob's pwvrd rotes and th.ca a.b at— l Mary(aM NerGhb, MOSJOtaALPU[. awaalprwltvxonr TPb vm% phstorpi SWAP ew.sbeYdatry"V iCCr w Jcesofe. q PACING 11/06/2017 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ir. 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt a 1.00 Gr4 120 nph Wind Speed, 15• Mean Height, Enclosed, Exposure D. Kzt a 1.00 M4 100 Ptah Wind Sceed. 15' Kenn Heloht. Partially Enclosed. Exoosure D. Kzt a 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces l) Ix4 •L• Brace l) 2x4 •L• Brace 2) 2x4 'L' Brace an 1) 2x6 'L• Brace 2) 2x6 •L• Brace M Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J U cii SPF HF NI / 42 3• 7• • 7, 7• a. 7• el III IV 3• 0. 8' 13, fil 14* 01 14- V 14' 0' 03 4' 1• 6' 7• 7' 1• e. 6• e• IV 10. 1• 10. 61 13' V13' IV 14' V 14• o• Stud 4' V 6. 7• 7. V 8' 6• 8' 10' 10' 1• to* 61 13' 4• 13' IV 14' V 14' VQSta#ndnrd S P DFL 4. 6' 7' 4- 7. 8• e' e' 9. 0' IV 4' to, 9' 13' 81 14' 0' 14• V 14' o• 412 4' 3' 7' 31 7. 7• 8' 71 e• 11' IV 3' 10, e• 13' 61 14. V 14' V 14' o' 43 4. 2• 6. 0• 6' 4• 71 I1• 8. 6* IV 2• 10, 7• 12, 5' IT 4• 14' V 14. O• Stud 4' 2' 6' 01 6' 41 71 Il• 8. 6' 10' 2' 10' 7' le, 5• 13' 41 14. 01 14' 0• Standard 4. 0• 5' 3' S' 7• 7' 01 7. 6• 9. 6• 10, 2' 11' 0• I1• IV 14' 0• 14' 0• U L G1 U O tt SPF H F NI / N2 4•It* 8'4' 8•e• 9'10• 10'3' 11•e' 12,2' 14'0• 14'0• 14'V 14'V 03 4. 8• e• r e• e• 9. 8• to, I- it 7• 12• r 14• V 14• o• 1 14' V 14• o• Stud 4' 80 8' 1• B' 6• 9. 8• 10, VI1. 7• 12, V14' V14. 0• 14• V 14' Vi- Standard 4' 8• 6' it, 7. 5• 9' 3• 9. 11• 11. 71 12• l• 14' V14. V 14. V 14' 01 S P DFL N1 5- 1- 8'5• 8'9• 9' 11• 10' 4* 11.IV 12' 4• 14'0• 14.V 141V 14'0' N2 41 111 8' 4• B' 8• 91 10, V 4• 43 4' 9- 7- 4- 7• 19• 10, a, 1'8• 1111 1 4' V 14*V 1410' Stud 4' 9• 7. 4• 7' 9• 9. 90 10, 2• 11. 8• 12, 11 14' o' 14. 0• 14' V 14' V Standard 4' 81 6' 5• 6' 10• 8' 71 9' 21 11. 71 12, 11 13. 61 14. 0• 14. 0' 14' V d_ lD X d U O t flHF Nl 02 s• 5• 9' 2• 9. 10' 10• 911 1. 8 13' S• o• 14' 01 14• V1T' VSPF34- 1 • 14' Stud s' 1• 9' V9. 4• 10, e• 11. 1' 12' 91 13' 31 141 V14' V14' 01 14' V Standard 5. 11 8' V 8, 6' 10, 8• Il' 11 U. 9• 13' 3' 14' 0• 14' V 14' V 14. V P DFL 111 5' 8' 9. 3' 9. 8' 10• It, 11' 4• 13. 0• 13' 6• 14' 0' 14' V 14. 0• 14' 0• N2 5. 5' 9. 2' 9. 6• 10. IV 11' 31 12' 11• IT 5' 14' 0• 14' 0• 14. V 14' V 03 5' 3' 8' 5• 9. 0• 10. 91 it, 2' 12. 10' 13' 4' 14' V 14' 0• 14. 0' 14 0' Stud 5' 3' 8' 5' 9' 0• 10' 9' 11' 2• le' 10• 13' 4• 14 o• 14. 0• 14. 0• 14' 0• Standard 5' 1' 7' S• 7' II• 9' 11• 10 7• 12' 9' 13' 3• 14' 0• 14. 0• 14' 0' 14' 0' Bracing Group Species and Gradest Group Al S euce-Hew-M el / tia jSlapatdj42 1 Stud 03 Stud 1 1 •3 IStandard Dountas Fir-LarM Southern Pinesu 3 03 Stud I Stud Standard Standard Group Bt w 1 s trB 1 asFlrLaroil Southern . 21 Ix4 Braces shall be SRD CStroso-Rated Doartp Marcie tx4 So. Pine use only industrial 55 Or Industrial 45 Stress -Ruled Boards. Gawp B values Pay be used with they roles. Goble Truss Detail Notest VYd Load deflection criterion is L/240. Provide uplift connections for 53 plf over c:antbwous bearing CS psf TC Deed Loadk rabte end supports load fron 4. V outlookers with 2• D' overhang, or 12' plywood overharg Abpt L Attach •L' braces with 10d (0.129'x3.0' nh) nets. iota Truss iN For (l) 'L' braces space nits at 2' oc. In lir end zones and 4' au between zones. diagonal brace option 1RillFar (2) IV braces. space mas at 31 ac. vertknt length way be TOW In18' end :ones and 6• ac. between zones doubled when diagonal I iN L' bracing must be a rk*%un of an of web brace Is used. Canmect i L nenber tertgth diagonal brace for 4506 of each and. Mow web I L• Br ce Gable Vertical Plate Sizes total length Is 141. i M Vertical th No toLe 2x4 W-L 62 or I Less than 4. 7 IlIX4 or 2X3 i better diagonal r }I Greater than 4. 0' 1 3x4 Vertical length shown brace single 8• N table above. 43• or doubts, cut L 1asshown) at Refer to con+on truss design for i upper endUEP peak, space, and heel plates anthuouz a 4' Refer to the &AcOrg llmdW er for conditions Connect aTaportn at t of vertical wet, Refer to chart above A6_ e, b.• ' %el tength. not addressed b1' this detns. MV*MIDaw KAD Alm fl1LM ALL Wn a TIaS 11RAVUQ MsDeQTAMUS flea= "03 WVDG TO All CMUFACMIS 111MUM 1K MAUI= VF '•% iREF ASCE7-10-GAB14015 DATE 10/01/14 Trussesrsp/v s.trewo ..r. In fabr41:410 , trnvlp bsw sM M« to o fdtm w tatsot «etl0n of sett At/D Lb/voreM s.f.t` yft.% ."i, In w" iw far "h• OrKtlCes to p.rf Z, t .. M vc. GubU«s omit 1 prarsryr 1WV%= o. 08 1 3 s DRWG A14015ENC101014 prior prwbr e« eas noted otlsrNo, tap chard amU haw prapsrly attwdad atructw tWs lapaMaottomey shad have a prap«ly sitaemd r W tIc oeftetop Locations d mm for pentamnt tatsral restraint of e s g fffr17777IsmUhaveFswlswp« cc wet6ro M p « M as apoommftplates to ead+ h eI truss W u shorn same w an w .)dint touts. oa . Al M« to a•.161•0:2 for st.mrrd piste pasHM L S T O e tI 11h1 ITbVCOMMNY Alper, a dwhion of ITV Y Cosponsnts Inter aMU not be rsspsrtstl0 for uq !v lion r f* RWftall w tress in co rawAnce .Ith NIami L or f« mansoiW smbpLnO. A: tyi 1 ll, lvs d7IteLtisgUitbb a a W snAy o«wlaanrtatb i'asYNigy or em«'Wor U111t On tlas 40*116G t atss sm" mce or po/wesMl at t f f' CNv s/Oe.,.- 11= `• Fn dy MAX. TOT. LID. 60 PSF 200 pow Ian- MW simelrs in go respensWIty or tN Wag braao Tho yN6VIM M Yws VO AX. SPACING 24.0' MarylandHegnu, M063a9 µma a4*wwhwc9• m wo tn.« fth Wq 11/ 06/2017 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0, ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) 10d COMMON (0.148'0.0') OR BOX/GUN (0.128'0.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'0.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) IOd COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN attachment methods r1 STRONGBACK BRIDGING SPACING REQUIREMENTS to 10' None required 10 to 20' 1 roe (tt center of n) 20 to 3 rots ( at tell 1/3 ts) 70 toe a /e t er 40 Space rots at W ocpoints) ATTACH STRONGBACK TO BOTTOM CHORD U 2) N10 - 3- SCRE)A STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES All scab -on blocks shall be a minimum 2x4 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 on 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,) i The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point 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 regarding strongback bridging, refer to BCSI (Building Component Safety Information). H. v V 7 f1 f t1 I III ILJIO III\ IIIL UI I Il_IILLII U \V\.II 11 f—' AN R'4V COMPANY 13723 FLvelponl Drive Slats 200 Maryland Haphb, MO /JOeJ uVARKIelloI READ AND faLOV ALL NDTEs a Tws mwpo wDfMTANT. 11MOSN THIS GRAVING TO ALL COTWTITRS INLUDING Tl¢ INSTALLERS. trusses rtatre eatrerr care In fabrkattp, hendllrp, shkpep, asteU p eb bractp. R.Ftr toe by TPI and SKA) it sitepWthelatesteditionof1CSIfunComponentSafetyMfonprovideWdeSSecpriortofperforwYpflutefunctions. Installers shall provide ral shmy V and Oar . IA+ess noted otherelse, top Chord shell have proper+y attached structural sleat/trp and eottoh r shill have o properly attached r caR6ip Locations shown for perrorvnt tat-- restraint of . she It love tYec nQ InstaUed per RCSI sections RJ, 17 r R10, ea appWablt. Mpy Plates to each fa an the .blot D. toss. weaa noted ather.fse. pf trt,sc and Position as sho.n above plot* Rtfer to d-oe4gc 160A-2 for standard plett positions. Alpine, a division of ITV 1Wldlro Conponents frouo Inc. shall not be responsorlt for any deviation, f tic drosing, any four. to bud the truss In ConfrmnCe with ANSI/TPI 1, or for handUng. Shipp", installation L braCbp of trusses. A seal on Ws drvetp r Cover Pogo Usting tic drasbip, Indicates acceptance of professional rno—ono rtsponstllsy solely for the design sheen The sultabuty and use of ttds raebng for any structure is the resporamRlty of the ludbp Designer per ANSI/TPI t Sec2. Formore Wrnation see Ws Job's General rotes pea and these eab sites. ALPINE. ewe41pbw1t..con1 TPI.—.tpinst.orgl S1CIb eat.sbdndusvy.rgl ICO—J"sefe.rp O'JVa-1 J •t `/ e• pO. 08 1 c t S T O 'Qi i ,( Q •y' `(i f e t • • ` S/ 17 TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. PSF REF STRONGBACK DATE 10/Ol/14 DRWG STRBRIBR1014 DUR. FAC. 1.00 PACING 11/06/2017 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the " ------------------------------------------------------------------------- following advantages, Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -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 ridelines at the transition from the gable to adjacent clear span trusses. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) 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 Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Loadcriteriaforflatorlow -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Condltlons or Note, The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant usingQdnl"IRhR,Ary, more stringent limitations. H eevAwmra' RC" A"g r LLW A.I. mores a nos °QAI"'a M WTA"T" fTm1124 Pas urlvDfi M ALL mnlrtCTORS DCLUMM THE OISTALLERS F ' ; : yti REF DEFLEC/CAMB DATE 10/O1/14TrussesregWr. astrene care In fabricating, handing. s4VIng, Installing and bra R.fer to afalo. the halos% e@tbn of KSl Qndding Connpoe t safety Infornatlon, by TPI ontic Slw for safe i a Og •'s pEvctkes prior to perfarnb these functions. Installers shall provide temporery brecenp Per KSI rU+lass 'led other Ise, top chord shall have property atUch ad strutted sheathing and botton c i DRWG DEFLCAMB1014 1If1f\\1If11I l'2 F shop rove a properly attached Ndd celsp Locations shown for penanent lateral restraint of . s rJaU heva 6rae4 p Yatas s per 7CSl aecd an the J or tIG..a aP ass t.no olt Ih,•tes to each faoftrusspositionass/a ,*rove art an JaNt Details, ursess rotetl etherelse. T O S 7 IIf1II U —U 1 0 U .I'r Refer to dronAngs IdM-2 for stannbrtl plate positions. s 7 1 Q e AN ITW COMPANY w. a division of " wd'n0 Components frail Inc. shall not be responsible for any deviation fr this dm bo e„y felnre to bAld the truss in confarnance alth A"SVer TPiLfor handing, sho" g bast llatlon a bracbp of trusses. t` If M 1 V 13723 Rlverpon Onve A seal an this dr ving or cover page Ustft this dreesng, YMcetas acceptance of Professbal w YaarY p "spor Nty solely for the design loan The aAtabuq art use of this droeing S •••••• c..`V QNq` {.` . Sude 200 far- aryr sbmc b W rrapon" Ity of the &A&V Orslper Per AILSI/TPI I sect I',,,, _rar tll 17 4IIIR470Maryland Heights. MO 63N for wore wor•atlon see this Job's g.nneral rotes page and thee...b site,+ AL. PUE. e.e4101melt.4oq TPI, ....tpinstdrgh SKA ....sbddustry.orgl ICCI —Jacsafsa c 11/ 06/2017 c rY Ld N J 0 Ld Q 0 I` a Lf) 0 Ld V M O 0 0 LJ 0 2 -0 L_ 0 Z I- N O v U v U Q I— +. Q + 0 0 0 Z a Li UJ L_ Z Z p Ld o 0 Z Q O O Q J w C L. Ld 4) 11 4) C LL I 0n F- j s` F- Ld O V In L_ N Q 4) a 30' 18' i12' 2n d FLOOR TRUSS LAYOUT RECORD COPY 18' i5'4* i 6.8------- j 1 st FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 HEEL I BRG. 16' OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. 1 BEARING HEIGHTS I HANGER TAKEOFF 1 9'-4' HEIGHT 23) THA422 19'-8' HEIGHT 0'-0' HEIGHT 0'-0' HEIGHT NOTE IT IS THE RESPO SIBUM OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPIMIE CONNECTION FM TRUSSES 70 SUPPORTMO STRUCTURE PER REACTIONS SHORN ON TRUSS AD1IpO/NEgEtIEN6 SPECIAL CONSIDERATIONS FOR MECHANICAL EOUPMONTWStBEQED~ Br Bu.ofA aTRUSS T SPACE PRIOR 10 FABMCA710K THIS COMPANY 8 A TRUSS MANUFACTURER RNOSE RESPOISIBILFRES ARE LIMITED TO THOSE oESGIID I M WIG T- IN5'DESION REWONSIDWIREr. ACCORDINGLY. IT DISCLAIMS ANY Ii C115M617IEs AID UABIITY FOR TIC CONSTRUCTION OE9G1. MURMGS. MCLUDMO THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY, WARNING 0010WI T INAL FRAMMNt. EIECTON AND PE7HMIAIENT GRADING 6 NOT THE RE9 MMUTY OF INE DESGER. u" MANUFACTURM OR TRUSS MANUFACTUER. PERSONS ERECM TNSSf3 ARE CAUTIONED 71D SEEM PROFESSIONAL ADVICE REGARDING ERECTION BRACING MGM IS ALWAYS REQUIRED M PREYOIT TOPPLING AM DOYMQNG MIRING ERECTION; AND PERMANENT BRAOIG *ON MAY BE REAMED M wwriC APPUCA7IO/ S SEE 'QRDE M GOOD PRACTICE FOR MANDLDNG, MSTALUM RESTRAINIW • BRACMO OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SMALL BE INSTALLED M A STRAIGHT AND PLUMB PO9lHK INHERE NO SHEATHING IS APPLIED DIRECTLY TO 70P AND/ OR BOTTOM CHORDS, THEY 94ALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED MTN REASONABLE CARE DURING ERECTION 70 PREVENT DAMAGE OR 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 I. ONGWOOD / ORMOND BEACH / MASCOTIB DAVID WEEKLEY HOMES JOB _ 7510 - A LDT/ BU( LOT 17 REAGAN POINTE SCALE DAIS DRAWN BY A'M NUMBER 11- 6-17 CRH 18436 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specion Form Permit # # ., Z G Qt SANFORD Project Location Address AAA 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# 5 302. 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. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. 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 5. Shutters Accordion Bahama Colonial Roll u Equipment 6. Skylights Skylights 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-115 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-114 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 2/15/2017 Florida Building Code Online 1 1 r11 SCIS Nome Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FSC Staff SCIS Site Map Units Search FIcr.Ca Product Approval aoa USER: Public user P•odurt a201O•131 Menu > •`me.-, Ir ar-ibrtomr. ise•a > •Uolicar.dn •_r9f > Application Detail , FL FLIS213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Plastpro Inc. / Nanya Plastics Corp. S200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson S200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell S200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLIS213 R2 COI CERTIFICATE of INDEPENOENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 200S ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 httpsJ/www.0oridatxilcfing.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTpa/o2bKNJ20gENbwWgYouiBQ%3d*1o3d 115 2/15/2017 Florida Buildng 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 d 1ii d Page 1/ 2 0 40 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 68 "Impact' Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst t5213.1.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 FLIS213 R2 AE Eval 15213, t.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.2.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: See INST 15213.2 for Design Pressure Ratings, any FL1S213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Parry: 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 Approved for use outside HVHZ: Yes FL15213 R2 If Inst 15213.3.odf 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 FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 ' d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite utilizing 'Lip Ute" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 II 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. 15213.5 e. Smooth/Wood Grain/White Wood 61 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door ;Configuration) i Limits of Use . Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.5.odf httpsJ/www.foridabLiiding.org(pr/pr app dtiaspx?param=wGEVXQwtDgv3yWK.1ZIQRC3FgPGdggz[Tp%2bKNJ2DgENbvvWgYlOnaBQ%3d%3d 2/5 2I152017 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 Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 152L3.5 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. 1521.3.6 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 FLLS213 R2 lI 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 FLIS213 R2 AE Eval 1521.3.6.odf 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 R2 II 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 Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FLIS213 R2 AE Eval 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 'Up Ute" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits 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 FLIS213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. 1S213.9 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing i 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 II 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 FLIS213 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 '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 FLIS213 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 Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 15213. L1 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) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.1L.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 1521.3.11 for Design Pressure Ratings, any FL152L3 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htips-IANww.floridabuilding.orgOrlpr app od.wx?param=wGEVXQwtDgv3yVVKJZ1ORC3FgPGdggzlTp°,62bKNJ2OgENbwWgYDIaBG%3d%3d YS 2/15/2017 Florida Budding Code Online 15213.12 I. 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 Y~ Installation Instructions Approved for use in HVHZ: No FL15213 R2 H Inst 15213.12.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 1S213.12 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 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 R2 II Inst 15213.13.0df 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 Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLL5213 R2 It Inst 1S213.14.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 Other: See INST 15213.14 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.14.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. LS213.15 : o. Smooth/Wood Grain/White Wood 61 "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 FLIS213 R2 II Inst 1S213.15.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 Eval 15213.1S.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S213.16 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 - Fiberglass Door Configuration) Limits of use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.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 1S213.16 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.16.Ddf 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 'Up Grain/Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S213 R2 Il Inst 15213.17.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 15213.17 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 particulars. LS213.18 r. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Up Ute" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions httpsJ/www.flaridabuilding.orglpr/pr epp dti.aspx?param=wGEVXQwtOqv3yVVKJZ1GRC3FgPGdggzITp%2bKNJ2AgENbwWgYlOnaBO%3d%3d 4l5 2/15M17 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 11 Inst 15213. 18.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: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.oOf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S213.19 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 11 Inst 15213.19.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: INST 15213.19 for Design Pressure Ratings, any FLL5213 R2 AE Eval 15213.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S213.20 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 FLIS213 R2 II Inst 15213.20.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: INST 15213.20 for Design Pressure Ratings, any FL1S213 R2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d © 0 Page 1/ 2 4 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8S0.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.7013 State of Florida.:: Privacy Statement:: Aeeesslbility 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 mad. If you have any questions, please contact 8S0.487.139S. Pursuant to Section 45S.275(1), 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 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 pudic. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: a -_ Credit Card Safe httpsl/www.floridabuilding.orglpr/pr app oll.aspx?param=wGEVXQwtOgv3yVVKJZ10RC3FgPGdt}9zlTpe/a2bKNJ2OgENbwWgYlOnaBQ%3d%3d 5/5 UNMIR last1 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 1. This product has been evaluated and Is in compliance with the 51h Edition 2014) Florida Bolding Code (FOCI struclurol requi ements excluding the'Nigh Velocity Hurricane Zone- (HVHZ). 2. Product anchors stall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne deb(b protection Inds product b required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the F8C. a. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviote from the defoils of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET F DESCRIMON 1 Typical ebvolbn. design presswes. S general notes 2 Door panel details 3 Hari[ontal cross secilons 4 Vertical cross sections S Buck end Irome onchaft - 2x buck masonry construction d1 home anchoMg - I x buck mmarry conslrudlon 7 BB of materials a components j_- 11,VKAJ1,0V1M4L _ FRAME WON T Fo-1s a$ - 1U1O O O SWING MAX. FRAME D1MENs10N DESIGN PRESSURE (PSO OSIIIVE NEGATIVE INSWING 37.50' x ??.SO' 75.0 75.0 OUISWING 3710' x 96M 75.0 75.0 z Ja ana er, JK ou er•. LFS FL- 15213.37 m _ L or 7 INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 2 35.75' MAX. DOOR PANEL WD111 S"Mrm u 6 0 o O 10 DOO ANEL o.- 00H.So o.r —1 f-- 41 INTERIOR _ EXTERIOR j-- 3.66' I u Lvl r _I 45 1 2 VERTICAL CROSS SECTION IG 17 lvl FL-15213.37 I 4 4 11/•NUN ```. 0 . ''. EMS. (TYP.) ` S•: 21 FMJ °• • • ••mph INTERIOR v o i{ 7 To {E 344 T r2 3 EXTERIOR Y7 G 3 HORIZONTAL CROSS SECTION 3 SW"w/Ixsub-bw* S1a,,'' o c EMB (TYP( r _ 1-11rMW. n _ I I I EMS. (TYP.) Y Tm CSC K 4 4 o.IN 8 .. CSWK -- L I (IYP.1 PP.) 21 21 n 40 INTERIOR INTERIOR a l 10 EXTERIOR s.05101112 0. 1 EXTERIOR M swc: N.T.S. 01 am. a«.Ov: LFS 3E1HORIZONTALCROSSSECTION2HORIZONTALCROSSSECTIONoawro ;5a 3 a bol opauved •Inswing 3 Oulswing shown - mswug E FL- 15213 37 "- also approved o W3°` L Y s v EXTERIOR "" //-- INTERIOR VERTICAL CROSS SECTION 4 Outswhg shown • inr^ft ahoapprovad EXTERIOR INTERIOR VERTICAL CROSS SECTION k,,!J OursvmgconfiWatlon 6 log EXTERIOR //"`'"— INTERIOR 2 "N VERTICAL CROSS SECTION 4 Shown w/1 x sub -buck EXTERIOR INTERIOR 4 VEIMCAL CROSS SECTION q hawing conBguranon 4, 0Thlll d s wQm D ` o• 0"' JK m: LFS A.w No: Fl—15213.37 o Z or 7 , i i-- _ ... r, IIII. pqO HEA MASONRY _ b JAM TVP. HEAD JAMBS b MASONRY OPENING OPENING g 9 m g a 8= 4o&I - -- N FRAME O 'J_ ,1 A 2XBUCK-\ 11 y l W yj n. R 2X BUCK ' x HINGE DETAIL m TYP. A SILL u I v N rA z BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKEJAMS M Zg CONCRETE ANCHOR NOTES: NAY 2X buck construction 1. Concrete anchor kscotlons at the comers may be GOAted to maintain the min, edge disronce ro nlorta lotrds. 2 Conaele anchor locations noted as MAx. ON CENTER-musr be adjusted to = maintain the min. edge distance to mortar joints. addlitionot concrete onchors tt may be requited to enxxe the 'MAX. ON CENTER -dimension are not exceeded. M 27 7 3 Concrete anchor YOU*: CLEARANCE MIN. CLEARANCE tads: i a $ LATCH A OEAOBOLT OETAIL uw INt(: US O 1 12 b soy[ N.I.S. ElCO ` 1/P 1.1/r 3 tr= Ire.. JK ULTRACONm asL er. LFS 3 auPM No: 1. Mdlntoln a minnum S/8 edge distance. 1 end distance. 6 I o c. spacing or FL-15213.37 wood scrows to prevent the spNlli g of wood. a swu 5 or i 0 10 ANCHOR ANCHOR MIN. TYPE SIZE EMBEDMENT fOMASONRY TO ADJACENT EDGE ANCHOR 1/ c 1•ur r r fA CON 1- r O SCREW R15TALLAIION NOTES: G TYP. NEAR d MASONRY JAMBS ti v o x= u OPENING g m° HINGE DETAIL ' 11 m aW d iaFIJ 8 3d rn FRAME o a t-o = 2Li at t 1,, 27 Ixeucx F LATCH i DEADIOLT DETAIL TYP. A SILL i n O COM:RLT! ANCf roR NoreT; HINGE JAMS FRAME ANCHORING Q 1 CplCfefO anCNor IDCo110111 W Itm conw, MW to 00isled to motrndn the t11Y1. STRII(E JAMS cdoo doWce a mnlurjohN Motottry 1 % buds conshl/Clttltl 2. Concruto wtctw tocodom now o3 wAx. ON CENT r mms t w o*nw to Ehfdn me min ado& dhtmee Io nwtotj*WL oddllonel eonetete on hm — mw too tequiod to e.mwe Ito *MAX. ON CENTER-d mondon ore not excooded. 3. Cunaeto a Chm loblo: a N h 7 z °o atc 05101112 a srxE. N.T.S. o UWG !r: JK o' e+: LFS X WO Nt fV$IMUIION NOTE$; mum NO. a I. Mor.Ioh a nnoYtdnlbttrrumSySedOsdatmce. fend @nonce. a 1'o e. spacilp ofo wood mows to prewlnl VW t IkV of wood. FL— t 5213.37 a s>aa 6 or 7 ON ANCHOR ANCHOR MN. MIN. CLlARANCE MIN. CIlARANC! TYPE SIZE EMIEDMENT fO MASONRY IO AO/AC[NT EDGE ANCHOR 1Tw a TAKON 1/• t•1/r r r ElCO UITRACON' 1/P 1.1/1' 1• f Irw a J/IP 1•ip• r 1.1/1' Taco 8111 OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOp 8 2X BUCK SG >= O.SS WOOD C I /1" MA%. SHIM SPACE D Ile % 2/4" PFH ElCO OR IT1V CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F I/4' X 2.3/4" PFH ITW CONCRETE SCREW STEEL G 3/16' X 3-1/a" PFH RW CONCRETE SCREW STEEL H 1/4" x 31/4" PFH IflN CONCRETE SCREW STEEL I 1 4' X 2• I/4" PFH ITVY CONCRETE SCREW STEEL J 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL L M 10 X 2-1 PFH WOOD SCREW_ A9 X 2.1 /4' PFH WOOD SCREW 7 WEATHER STRIPPING BY ENOURA l3EBD650 4X 4"BUTT HINGE10MFOAN9X1"PFH W000 SCREW I1 q9%3/1'PfHWOODSCREW 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES 18 KWIKSET DEADBOIT -SIGNATURE SERIES (980) _ STEEL POLY FIBER21HEADd. SLOE JAMB 27 LATCH STRIKE PLATE STEEL 28 DEAOBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / WOOD' 33 INSWING ADJUSTABLE THRESHOLD BY ENOURA ALUM. / W000 0 DOOR PANEL -SEE ODOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS 12 TOP RAIL CELLULAR PVC d3 LATCH d HINGE STILE CAP CELLULAR PVC Id LATCH STILE Lyl d5 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVl 1 4c " r--i > ... q: Lidoj ..... ``. rl O i l1j * 11C y o I aqJ1--- 21P --1 \ : • n u EADA OE v EiIpolyAbmb u N l SAY z 8 IS7— «'^$ o 77 A_0JUSTAILEINSWING0(RESH010 gul8 IS6' on K IZOLQSIYIHG 6UMP iHRESHOLO k' a a ; z {] art OS 01 12 = Swc: N.T.S. 9 mm or. JK m' oMK. r LFS i UPAVMG 140, R FL-15213.37 a0 vc" L o/ 7 N 0 t • 2I1512017 Florida Building Code Onlire za St' _'L ` t l, :.. `'.`, •,t(, II )t L `_.. Jw`:+:..;t-u.a..:.s . acts Nome Loy In user ieq,stravon Mot Too-cs suom,t surcnarge Scats S Picts a•:ollc3tions FaC Star SCIS Sne Mao Unks Search r r ,[Product Approval p.p- I 7USEW Public -Jsdr e,r. +gl •^.. > `••K•: ;r I,;a •ac:n•• i>r-- > In-v o ' > Application Detail FL # 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 15 rickw@rw bidgconsul tants. com Authorized Signature Vivian Wright rickw@rwbldgconsul to nts. com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 13 scottjohnson@plastproi nc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plas,pro.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. r Validation Checklist - Nardcopy Received Cerificate of Independence FL152.3 R2 CJL C9?TeF:C.a7=_ of 3df Referenced Standard and Year (of Standard) Standard Year 10I/LS.2 1997 101/I.S.2/NAFS 2002 AAMA/WOMA/CSA 10l/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https:.'/www.floridatunldiing.orgbr/pr app dtl.aspx?param=wGEVXQwt0gv3yVVKJ21QRC3FgPGdg9zlTp%2bKNJ20gENbbwWgYlCnaBQ%3d°k:ld 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method L Option 0 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 FL # Model, Number or Name Description 0 Page 1/ 2 0 0 15213.1 a. Smooth/Woad Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLLS213 R2 V Inst 15213 Lodf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43a09 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 F1 15213 R2 AE Evaf 15213.L.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 FL15113 R2 H Irst 15713.2.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 15213.2 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. 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 FL1S213 R2 it [nst 15213.3.or-f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FLLS213 R2 AE Ev31 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 13213.4 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 r 152:3 R2 II Inst 15113.4 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 Ratingsf any FL1.5213 R2 AZ E131 15213.1.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.Sv a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lfte" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No =1 15213 R2 It Inst 15213 S.odf https://www.flaridabuilding.orgtpr/pr_app dU.aspx?param=wGeIXQwd)gv3y`JVKJZIQRC3FgPGdg9ziTp%2bKNJ20gENbwWgYlOnaBQ%3d'k3d 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 FLt5213 P.2 1= Ev31 15213.5 3t: additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 132L3.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door y Limits of Use Installation Instructions Approved for use in HVHZ: No FL1520 R2 I: Ins-, 1,521.3.5.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 P-15213 R2 AE Eval 152L3.5.nef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 68 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.7.1)df 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 FLIS213 R2 AE Ev31 15213.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 68 'Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Up Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1520 R2 V Ins' 15213.3.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 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Ev31 1.5213.3.3cf 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-Impac: 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 FLIS213 R2 II Ins: 15213.9 idf 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 additional use limitations, installation instructions and product R.15213 R2 AE Ev31 15213.9.odf Created by Independent Third Party: Yes particulars. 15213.10 1. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 68 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No F 15213 P.2 I1 Inst 15213.10.adf 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 152113.10 for Design Pressure Ratings, any 11-15213 R2 A= E-/31 L5213.0,zef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.1 L k. SmooWWood 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) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Y_s FL15213 R.2 I_ Iv; 1520 L 1 ocf 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 15213.11 for Design Pressure Ratings, any r 15213 P2 AE =v31 15213AI,adf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. httpsYMrvw.floridabuilding.orgipr/pr app dtl.aspxoparam=wGEVXOwtDgv3yWKJZ10RC3FgPGdg9zlTp%2bKNJ20gENbw4VgYlOnaBG%9d%3d 36 2/15M17 Florida Building Code Online 15213.12 I. Smooth/'flood Grain/Whice Wood 6'3 "Non -Impact" Glazed Fiberglass Double Ooor unlizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX Fiberglass Door Configuration) Limits of Use V Installation Instructions Approved for use in HVHZ: No P-15213 P.2 G Ins*. 15213.12 ocf 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 F 15?13 R2 Ac r-131 15213.0.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 Grain/ Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Out3wing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S20 R2 It Ins, 15213.13.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 15213.13 for Design Pressure Ratings, any FL 15213 R_' ac Eval 15213.13.orf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Up Grain/ Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Umits ofuse Installation Instructions Approved for use in HVHZ: No F1 15213 R2 ii Inst 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 FL±S213 R2 eE Eval 15213.11.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 "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No fL1S213 R2 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 1S213.15 for Design Pressure Ratings, any F1. 15213 R2 AE Eval 15213 1S 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 "Up Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 P2 I'- 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 15213.16 for Design Pressure Ratings, any FL15213 R2 A Eval 15213.1S.:df additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars. 152L3. 17 q. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/ Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No R. 15213 P2 If Irst 15213.17.adf 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 a 15213 it? %E Ev31 15213.17.:dr additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ISM. 13 r. Smooth/Wood Grain/White Wood 6*8 "Non -Impact" Glazed Fiberglass Double Door with Grain/ Rustic/Mahogany Series N Sidelites utilizing "Up Ute" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Umits of Use Installation Instructions httpsjrwwwnoridabuild; ng.orgfpr/pr app dtl.aspx?param=wGEVXQwtOgv3yWKJZIORC3FgPGdqgzITa°/,2bKNJ2OgENbw%/gY1CnaBQ%3d%3d 415 20 W017 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: (MST 15213.IS for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1.5213.19 s. Smooth/Wood Grain/White wood Grain/Rustic/Mahogany Series N Fiberglass Door Fr ' 5' 13 0'l C Inv r i?.'..13 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L15213 P2 AE Evai 15213.13.x: Created by Independent Third Party: Yes 8'0 'Impact" Opaque Fiberglass Single Door - nswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Fi i 31.3 R2 I: Inst 15213.19 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: [MST 15213.19 for Design Pressure Ratings, any FL15213 R2 Ac Eval 15213.19.odf 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 F1 15213 R2 II [nst 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: [MST 15213.20 for Design Pressure Ratings, any FL15213 R.2 1E Eral t5'_1.3.29.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 © i Page 1 / 2 Contac Us :: 2501 Blair Stone load. T3llaimszoc FL 32.99 arlone: 350.487. 19_a The Sate of Florida is an AA/EEO employer. Coov:dht 2001.2013 Sate of =lands.:: pgvaev statement •: 4Ctessrbilify Statement : • R±fund Sntenent Under Florida lave, email addresses are public records. If you do not want your e-mail address released in response to a pubbc•recores request do riot send electronic marl :o ;nis entity. Instead, contact the office by phone or by traditional mail. it you have any juestions, please contact 3S0.487.139S. 'Pursuant to ScCtlan 45i.:75(1), Florida Statutes, effective October 1, 20t2, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address It they have One. The emarls provided may be used for official communication mttl the licensee. 1lonever email addresses are public record. If you do not wish to Supply a personal aaaress, *lease provide the 0eoartment with an email address much on be made avadabie :o tie ptmiic. TO determine if you are a licensee under Chapter 4SS, F.S., please did he . Product Approval Accepts: KI RV-2-5-M. w_: rr= 19M C's& Card Safe https Jfwww.floridabuildirg.org(pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp!*2b[GVJ20gENbwWgYlOnaBQ%3d%3d 515 roplastp5200 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 1, This product has been evaluated and Is in compliance with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the lflggh Velocity Hurricane Iona' HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wolf dressing or stucco. 3. When used in seas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud froming construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of Ihls drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF COWENTS 3HEETt DESCRIPTION I Typical elevations, design pressures. t: general notes 2 Door panel detals 3 Horizontal cross seclbm 4 Vertical cross sections 5 Buck and frame anctici hg - 2R buck masonry conslnxlbn 6 Frame anchoring -1 X buck conskuclon 7 Bit of maWoh. glaring delols IL components 37. W MAX. OVERALL r FRAME WIDTH o M ma O p O F bb P FULL LITE 17- V MAX, OVERALL r FRAME WIDTH 314 LITE O? 1 o ri I slss 8 N o SWING OVERALL FRAME DIMENSION OVERALL D. LO. DIMENSION GLASS TYPE DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 37. 50" FULL LITE 21.00" x 79.00' 47.0 47.0 INSWING x 3/ 4 LITE 21.00" x 63.00" 47.0 47.0 98.00" Gl 37. 51Y FULL LITE 21.00' 47.0 47.0 OUTSWING x 3/ 4 LITE 21.00" g63. 47.0 47,0 96.50" e or JK a. rM LFS LOW ao: FL- 15213.27 uxr — L or 7 48 46 39 INTERIOR miM-mMI -i. I EXTERIOR 41 1 HORIZONTAL CROSS SECTION 2 35.75' MAX. 35.7S MAR. h 0. F DOOR DOOR j PANEL VYIOIN PANS WON L 21.00' I t 2100' MAX n n. yl TM OA.O. WIDIH 1'O IL LAIC f HI ODOOR PANEL Io ca We II —cew---om 15LATCH & C,DkftPvC GESiIIE 11 5 tuv; 2 1.59' J_ _-iI — T I' 4 m -f - o x IS AIL 17 ,RREREINFORCEMENT VC ip O _e P 10 0L10R I NEL23121.. oil 1 U ei INTERIOR EXTERIOR VERTICAL CROSS SECTION 2 49• N.T.S. C. or. JK x W. LFS mmc va FL-' 5213.27 m -LOf 1.1/rMIN. EMS. (PffYP.1`......... 11 O'er m d. 0W.257 $ y. Qi? dw o 7 W e E $ o u X 18 INTERIOR 40 6 0 IL 3 \ iRO3 .e G 3 EXTERIOR 47 G ti3 OA E a 3 HORIZONTAL CROSS SECTION 3 shownw/luto"txk 4 1-1/4'MIN. _ EMS.ITYP•I—r G 1-1/4'MM. 5Q o a EMB. (TYPJ GC 0.1s q q 0.1s C SINK 1 (TYP.) C51NK --j IYP.I 21 20 to Y e• 8 7 8 s S c ,• 1 40 INTERIOR INTERIOR 7 f' 2 n W O = a L 10 EXTERIOR EXTERIOR M Mrs:02116112 i N.T.S. 4 6 11 9 40 27 C ova sr JK m E C HORIIOMAI CROSS SECTION 21 HORIZONTAL CROSS SECTION CFaL at. owmto w.: 1 3 %swlnp shown - inswing also tsPOrovtsd g Oul shown - In also approved E fl— t 5213.27 u Stt[1 •3 K N Q C IN4 . . •t ! ii a • 1 4 E • i 1••O `j qn O — " gg p life 11v% ills A C a loll 40 20 21 21 EXTERIOR - - INTERIOR EXTERIOR INTERIOR K fn 2 VERTICAL CROSS SECTION P- cl 11 VERTICAL CROSS SECTION 4 shown w/Ix sub buck a 4 Oulswing stawn - knwing akoapprov GI a 0 EXTERIOR INTERIOR 4 a EXTERIOR INTERIOR / 40 32 R 40 8 J4 30 8 , 31 33rc 3 9 ° I e •• aa srxc N. T. S. ° ova or: JK o 3 VERTICAL CROSS SECTION_ 4 VERTICAL CROSS SECtt N ; lF5 a 4 OuIrArgcontigwotion 4 kuvMpconowatbn F1-15213.27 " 0 seta 4 a L " MASONRY OPENING 2x SUC BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. COncote anchor locations of the comers may bB odjusted to nwftc6n the mOrL edge dissonce to morlar joints. 2. Comoro anchor iocalions noted as'MAX. ON CENTER' must be a*%ted to maintain the min, edge distance to mortor(odlts addltionol concrete anchors may be reatAmd to an noe the WAX ON CENTER' dimmufon are not exceeded. 9. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY TO ADJACENT EDGE ANCHOR IIW a IAICON lq' 1•I/4' 2' r ELCO 1/1' 1.1/4' 1' ULIRACONe wV V V LKC T nN.11A1V11a/N NVIM I. i tprsah o nninirrlwn SAT' odge distance. I' end distance, a I'o.c. spoc&V of wood screws to Prevent the sp(tHbV of wood. MASONRY OPENING FRM 2x BUC FRAME ANCHORING Mosonry 2)( buck comhuclion IIN I••; J b P HINGE DETAIL fll Ilt% n•: R a = N y n zV V e 3a xNS DL a 11 II U Y LU STRIKEJAMB LATCH A DEADSOLT DETAIL us. N.T.S. w• er: JK sc w LFS MUS to: FL-15213.27 en _L or 7 41, Ile O'• A ain 1 hEEI u7 IYP. HEADS Ipilt u 17, z MASONRY J JAMS o z v OPENING 11 M Ve a ` A, asLJ- d 5z InHINGE DETAIL a FRAME - 0 m tip2 ac; o to G a IKSUCK iI g F G TYP. ® SILLui 27 riO LATCH: DEADIOLTDETAIL v r Ln HINGE JAM! FRAME ANCHORING STRIKE JAMS gcwcREIEANCIIOI NOTES: Mosaay I K buck cardtfuclkofl E 1. Concrete anchor iwoflurm of lha cornea may be o*Atod to mo4nlafn Ow rdm odye dntance to morlorj*Ws. 2. Concrete anchor IoCalioru noted as MAX. ON CENIEr MUSI be a4u;tbd to maintain the nEn. edge datonce to marlorjotna, oddtbnol concrete anchor; r may belequked 10 e/NV0 UM MAX. ON CENlflidln10n11fYl o0lgl exceeded. S. convetoanchor taboo: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. s a° rwtC 02/16 12 to Se",N. N.T.S. ° all. er: JK a OK or.LFS S oPAWC NO.a w SCREWNIALAnoNNOTEJ: 1. Malnlakn o nnYntrnAn S/E• edua ditroncs. 1• and tRlranca 6 loot, epodip of FL-15213.27 o y a L nOMoodscrewtoSRoventthewflfipofwood, CLEARANCE TYPE SIZE EMBEDMENT MASONRY f0 AOlACENI EDGEEDGE ANCHOR Irru TArcON tn• 1.1/r r r ElCO UIIRACON 1/1• 1.1/A' 1• r 1"" any wa• r 1•lyr urcoN BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 KS WOOD B 2XBUCG>=055 WOOD C I /4" MAX. SHIM SPACE 0 1 /4" X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 114• X 2.3/4• PFH ITW CONCRETE SCREW STEEL G 31W X 3.1 /4• PFH ITW CONCRETE SCREW STEEL H 1/4` x 3.1/4" PFH ITW CONCRETE SCREW STEEL 1 1/4" X 2.1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 33/4" PFH ITW CONCRETE SCREW STEEL 1. 010 X 2-1/2• PFH WOOD SCREW STEEL M U9 X 2-1 /4" PFH WOOD SCREW STEEL 7 FORCE 5 WEATI IER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4` X 4" BUTT HINGE STEEL 10 9 X i" PFH WOOD SCREW STEEL 11 99 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSEI KEYED FNTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES (780) STEEL 20 FINGER JOINTED PINE FRAME, HEAD 11 HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / WOOD 32 33 VINYL DOOR BOTTOM SWEEP R3628 BY HOLM. IND. INSWING ADJUSTABLE THRESI IOLD BY ENDURA VINYL ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN (MIN. 0.066" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH d HINGE STILE EDGE CELLULAR PVC 14 CONTINUOUS LATCH S HINGE STILE REINFORCEMENT WOOD 45 46 BOTTOM RAIL POLYURETHANE FOAM BY NAN YA CELLULAR PVC POLYURETHANE 47 STILE REINFORCEMENT STEEL 4B REINFORCEMENT RETAINING SCREW NYLON SILICONE 491GLAZINGCOMPOUNDJO AD SIDE i 1T, 1. A . 2 N •• 5. 6r I i V y Em sme lu 4X ,0Lo m e. 6 1 e oZ col ( a ' lu V' I 37 OJU f lllIINSWING E I ucQ 4 Rk j . 56' ^ u'i s 41 YI w IN vo_i oa 1 ADJUSTALIE INSWING iHRESN010 N H Out. 02 16 12 sort. N. r.S. I r I omev: JK i i1 UT5IYIITG RUMP 1HRESHOLD cm BY. LFS 3 FL-15213 27 sivn 7 or L " u Florida Building Code Online Page 1 of 3 SCiS Home I Log In I User Registration Hot Topics I Submit Surcharge I Starts & facts I Publications F8C Start SCIS Site Map ( Unks Search Honda Approval USER: Public Userpr$ Product Product Aooroval Menu > Product or Application Search > Aoollcation List > Application Detail FL # FL16133-RI Application Type Affirmation 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 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972)242-5271 iparedes@miwd.com Quality Assurance Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972)242-S271 iparedes@miwd.com Category Exterior Doors 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 the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 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 FL16133 RI COI FLCOI.odf Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 http://www.floridabui lding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 00b... 8/7/2017 Florida Building Code Online Page 2 of 3 Sections from the Code DI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes ONo ON/A FL16133 R1 COC FL16133-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products FL # Model, Number or Name Description 16133.1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI II 08-00870B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 RI AE 511417A.odf Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXO SERIES 620 ALUMINUM SGD OXXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01882.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 RI AE 512572.odf Created by Independent Third Party: Yes 16133.3 SERIES 620 ALUMINUM SGD XX SERIES 620 ALUMINUM SGD XX NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI II 08-01367B.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 INSTALLATION INSTRUCTIONS FOR FL16133 R1 AE 511984A.odf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.4 SERIES 620 ALUMINUM SGD XXO NON IMPACT SERIES 620 ALUMINUM SGD XXO NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01880.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 INSTALLATION INSTRUCTIONS FOR FL16133 R1 AE 512570.odf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.5 SERIES 620 ALUMINUM SGD XXXO SERIES 620 ALUMINUM SGD XXXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 Rl II 08-01881FL.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 INSTALLATION INSTRUCTIONS FOR FL16133 RI AE 512571.odf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes Back Ne.t http://www.floridabuilding.org/pr/pr_app. dtl.aspx?param=wGEVXQwtDgvyf4ngAXh100b... 8/7/2017 Florida Building Code Online Page 3 of 3 Contact Us :: 2fi01 &air Stone Road. Tallahassee fL 32399 Phone: B50.4B7.1824 The State of Florida Is an AA/EEO employer. Coovdoht 2007.2013 State of Florida.:: PrNaty Statement ;; Aceesslblhty 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 mall. If you have any questions, please Contact SS0.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ilic Credit Card Sale http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh100b... 8/7/2017 SONS I REV I DESCIbPrMN I DATE I •PPRR OWD 1 192 9/16" MAX. O.A. FRAME WIDTH 42 1/4" MAX. 48" MAX. D.L.O. WIDTH PANEL WIDTH NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED A TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND j ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE 93 5/8' FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF 88 7/8" MAX 96• THE ARCHITECT OR ENGINEER OF RECORD. MAX. D L.O. Q X X O PANEL MAX. O.A. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE HEIGHT HEIGHT FRAME DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD HEIGHT DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME MATERIAL. EXTRUDED ALUMINUM 6005-T5. j 6) UNITS MUST BE GLAZED PER TM E1300-04. SEE SHEET 7 FOR APPROVED GLASS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) APPROVED CONFIGURATIONS SERIES 620. 2-TRACK UNITS: XX. SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR OX. XO. OXO, OXXO. XXXX, XP, PX, XIP, PIX, PIXXIP AND EXTERIOR VIEW PXXP. 9) APPROVED CONFIGURATIONS SERIES 630, 3-TRACK UNITS: DESIGN PRESSURE RATING IMPACT RATING XIX, XIIP AND PIIX. 10) APPROVED CONFIGURATIONS SERIES 640, 4-TRACK UNITS: XIIX, t50PSF LARGE AND SMALL XIIIP AND PIIIX. MISSILE IMPACT LEVEL D ZONE 3 MI WINDOWS AND DOORS 650 WEST MARKET STREET TABLE OF CONTENTS GRANTZ, PA 17030-0370 iEET NO. DESCRIPTION SERIES 620/630/640 ALUMINUM SGD 1 ELEVATION, DESIGN PRESSURE CHART AND NOTES IMPACT ELEVATION &NOTES 2 ANCHORING LAYOUT AND NOTES MAW NOD11C 3 - 6 INSTALLATION DETAILS V.L. 08-01882 7 INSTALLATION DETAILS AND GLAZING DETAILS VALE NTS DATE 12/20/2012 ISHEll OF 7 SIGNED: 1212012012 SR I IClo i/, i C,EN,p4p Q•• k p POF ; it`s : ;Z OR10" *St Zi7s'ONA11 1\ 10 20" INSTALLATION AN SEE NOTES THIS AND INSTALL DE i" MAX. 16" MAX. O.C. 1 MAX IAX. O.C. N S HOR O C PAGE CD kTION TAILS I MAX. SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR - IMPACT 4 PANEL UNIT SHOWN, ANCHOR LAYOUT IS APPLICABLE TO ALL APPROVED CONFIGURATIONS. SEE CHARTS BELOW FOR REOUIRED NUMBER OFANCHOR LOCATIONS. Number o1 anchor locations reoulred for 2 Track units 12 anchor oar location) From Single Panel and 2 Panel Unit Width (In) Haight 2OL0 3a0 3A0 42.0 4" in) 40.0 00.0 72.0 SILO SOLO HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb ADD 4 4 4 5 4 6 4 7 4 SOLO 4 1 5 1 4 5 S S 6 5 7 5 PO.0 4 5 4 5 5 5 6 S 7 5 S-0 1 5 5 5 5 0 1 5 7 S N—b" nr "'h" I ... Nnn• r•n„ Ir•,1 rnr f N " —Ife A •nranr• nu I,w• 1— From Single Panel and 3 Panel Unit Width (In) Height in) 2A0 72.0 1 20L0 90.0 30.0 101.0 42.0 12CO 45.0 HOLD HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb no:S 4 6 4 7 1 6 1 10 4 SOLO S 5 6 S 7 5 e 5 10 S 90.0 5 5 6 5 7 5 S 5 10 5 S0.0 5 5 5 5 7 S 9 S 10 5 From Single Panel end 4 Panel Unit Widlh (In) Might in) 2la a0.D 30.0 120.0 30.0 144.0 1 410 151.0 45.0 1910 Hd5 Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 1a 4 10 4 11 4 13 4 Wgi a 5 10 5 11 5 13 S 6 5 10 5 11 5 13 5 6 S 10 5 11 5 13 5 6" MAX. REVISIONS TYP. Rn DESCRIPt10N I a11E I mmD NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2) FOR ANCHORING INTO MASONRY USE 1/4" 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. 3) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HEAD, SILL AND JAMBS AND 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. 5) FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) 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=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT ANCHORING LAYOUT AND NOTES ORAWN: Owc No. V.L. 08-01882 SCALE NTS JDATE 12/20/2012 1 SHEET 2 OF 7 2" MIN. SEPARATION 1 /2" MIN 2 1 /2" MIN. I2EDGE DIST. EDGE DIST. MASONRY/CONCRETE BY OTHERS o c 1 1 /4" MIN. EMBEDMENT I/4 d v TAPCON APPROVED SEALANT BY OTHERS 1/4" MAX. SHIM 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED Fl TAPCON EXTERIOR INTERIOR 1/4- TAPCON TAPCON on MASONRY/CONCRETE APPROVED SEALANT BY OTHERS BY OTHERS c 1 1/4" MIN. d EMBEDMENT 1 2 1/2" MIN. I I1 2" MIN. 2 1/2" MIN. EDGE DIST. TTT 11 SEPARATION EDGE DIST. VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATION 1X BUCK MASONRYICONCRETE 1 1/4" MIN 1/4" MAX. EMBEDMENT SHIM MASONRY/CONCRETE BY OTHERS 1/4" TAPCON 2 1/2" MIN. INTERIOR EDGE DIST. ° 2" MIN. m SEPARATION 2 1 MIN. EDGE DIST. 1 TAP4CON EXTERIORLA1XBUCKBYOTHERS, APPROVED SEALANT IX BUCK TO BE BY OTHERS PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION IX BUCK MASONRYVONCRETE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DRAWN: OM[: NO V.L. 08-01882 sxt NTS I DATE 12/20/2012 I s'ER 3 OF 7 DATE I APPR014W NS'4e'9;i T OF • 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 14 WOOD SCREW 1 5/8" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 1/4" MAX SHIM 14 WOOD 11 11 SCREW EXTERIOR N. , INTERIOR APPROVED SEALANT BY OTHERS y14 WOOD SCREW VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCKAVOOD FRAMING WOOD W UCK/WOOD FRAMING HERS, 2X BUCK TO ROPERLY SECURED MIN. RENT REVKIONS I REV I DESCRIPNOn I DATE I APPROVED 1 5/8" MIN. 1/4" MAX. EMBEDMENT^ r SHIM INTERIOR 14 WOOD SCREW EXTERIOR APPROVED SEALANT 2X BUCK/WOOD FRAMING BY OTHERS BY OTHERS, 2X BUCK TO BE PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCKANOOD FRAMING MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DRAWN: Dwc NO. V.L. 1 08-01882 waE NTS DATE 12/20/2012 S"CE4 OF 7 1R ! 1 Ll0sl//i 0 51 REV ''OF•'c 0R10' Rya`-. i SS,NA 2 1/2" MIN. 1 3 3/4" MIN. MASONRY/CONCRETE n[v Ot9OWnon DATE I APPR D EDGE DIST. SEPARATION BY OTHERS 1 1/4' MIN. v c0 n p EMBEDMENT d o 1/4" MAX. APPROVED SHIM 1 1/4* MIN. EMBEDMENT J 1/4" MAX. ix BUCK BY OTHERS, SHI IX BUCK TO BE SEALANT I pPROPERLY INTERIOR BY OTHERS D 1X BUCK BY OTHERS, 1X BUCK TO BE V 1/4- TAPCON PROPERLY SECURED 1/4- 1/4" TAPCON TAPCON 0 3 3/4- MIN. SEPARATION ML INTERIOR p EXTERIOR 2 1 /2 MIN. D EDGE DIST. a EXTERIOR APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 1/4- 1/4 TAPCON MASONRY/CONCRETE 3 TRACK/4 TRACK FRAME INSTALLATION TAPCON BY OTHERS IX BUCK MASONRY/CONCRETE 1 3 TRACK SHOWN, 4 TRACK SIMILAR MASONRY/CONCRETE APPROVED BY OTHERS SEALANT BY OTHERS v pL 1 1/4" MIN. d EMBEDMENT MI WINDOWS AND DOORS 01 111111//' d E 50 WEST PATMARKETSTREET03 J` S-GENO 9 i 2 1/2" MIN. 3 3/4" MIN. EDGE GIST. SEPARATION SERIES 620/630/640 ALUMINUM SGD 0 5 Tt= VERTICAL CROSS SECTION IMPACT INSTALLATION DETAILS k5' AT OF 3 TRACK14 TRACK FRAME INSTALLATION DA" owc 11O O,i;.• , P •,` ilCsT • ZO• G IX BUCK MASONRYXONCRETE3TRACKSHOWN4 TRACK SIMILAR V•L. 08-01882 j!r/D G\\\ Lit 5ME NTS IDAh 12/20/2012 I S"EEI5 OF 7 I I2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS JI14 WOOD SCREW 14 WOOD SCREW APPROVED SEALANT BY OTHERS 1 5/8* MIN. EMBEDMENT 1 5/8" MIN. EMBEDMENT 1/4" MAX. SHIM 14 WOOD SCREW 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR I I -LU ILA M I I "r1 INTERIOR VERTICAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION 2X BUCKAVOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR OD BUCK/WOOD FRAMING OTHERS, 2X BUCK TO PROPERLY SECURED MIN. RENT I REVISIONS 1 I I DExPoMN a,E o BY OTHERS". w HORIZONTAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DPAWN: owc NOV.L. 08-01882 scuE NTS PATE 12/20/2012 I S"EE' 6 OF 7 INTERIOR EXTERIOR 1R 11t C'%f/i ENSF9'P 4.T4AT SE OF •t ircv i'•'(10't• t 0Ri iss,ONA11 ci N REV190N5 DESCWPnON ah 1PPROVFD 1 5/8- MIN. EDGE DIST. d tA j 1 1/4' MIN. INTERIOR EMBEDMENT 1 1/1s- oa MASONRY/CONCRETE 3/16" ANN BY OTHERS 15/32' O.A. .100' SAFLEX HP 1X BUCK BY OTHERS, 3/16' ANN BY SOLUTIA lX BUCK TO BE PROPERLY SECURED 3/16" ANN 5/32- TEMP 3/16- ANN 1/4" 100' SAFLEX HP TAPCON BY SOLUTIA EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR ALUMINUM HOOK STRIP INSTALLATION SPACER MASONRY/CONCRETE SYSTEM DOW 995 DOW 995 1_ SILICONE 1_ SILICONE 5/8- BITE mtv 5/8- SITE INTERIOR 1 3/8- MIN EMBEDMENT p14 WOOD SCREW EXTERIOR HOOK STRIP INSTALLATION 2X BUCKANOOO FR"IAIG GLAZING TYPE A GLAZING TYPE B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS AND GLAZING DETAILS DRAWN: VW NO, REV V.L. 08-01882 - savt N DATE 12/20/2012 1 S"ER7 OF 7 i V15/2017 Florida Building Code Online t .}% r?•S, ..I II u t ir:beb!! iia W a"itliti:Yis<i1 f nrdea:iiYd BCIS Home Log In Usor Registration Hot Topics Submit Surcharge Scats S Facts Publications FBC Staff Beis Site Map Links Search b C 4 _rkk Product Approval USER. PuDUt User r'Y r Produr.: Aiornval Menu > ^nh.rt nr Aonurdunn 5,nr _n > Anoorar:on Lsr > Application Detail FL t FL5302-R7 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 16S 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-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE 11 Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.odf Referenced Standard and Year (of Standard) Standard ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code https:/ANww.floridabuilding.org(pr/pr app dU.aspx?param=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2LOlg%3d 115 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name i Description 5302.1 'Amarr Stratford 1000, 2000 (M600); , Dwg. IRC-6016-140-24, IV 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 It IRC-6016-140-24 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes j Verified By: TOM SHELMERDINE 0048579 Impact Resistant: 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 fRC-6016-140-24 Report 7-10 FL.odf I 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 j replacement door. 5302.2 Stratford (M600); Heritage (M950); j Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R7 11 IRC-6016-14S-24 drawino 7.10 sealed.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports ! Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. I FL5302 R7 AE IRC-6016-145-24 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. 5302.3 . Stratford (M600); Heritage (M950); Owg. IRC-6018-110-15, 162 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 It IRC-6018-110-15 Drawino 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: +18.2/-20.6 , Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. ; FL5302 R7 AE IRC-6018-110-15 Reoort 7-10 FL.odf I Glazing option shall not be used in wind-borne debris region 1 Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a j replacement door. 5302.4 ; Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 162 thru IS' wide Oak Summit (M650) Limits of Use ( Installation Instructions Approved for use in HVHZ: No ' FL5302 R7 II IRC-6018-120-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes I Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.S Evaluation Reports j Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC-6018-120-15 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. 5302.5 Stratford (M600); Heritage (M950); 'Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M6S0) ; Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FLS302 R7 II [RC-6009-110-11 Drawing 7-10 FL.odf i Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-110-11 Report 7-10 FL.Dof I Created by Independent Third Party: Yes hltpsJ/www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtOgtmL7seVZMFLle00ysN2RYes°,G2bbXzb2L01g%3d 215 2/15/2017 Florida Building Code Online S302.6 Stratford (M600); Heritage (M9S0); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 It IRC-6009- 100- 11 drawing 7.10 sealed.odf 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. 5302.7 Stratford (M600); Heritage (M950); i Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-120-15 Orawino 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC-6009-120-15 Reoort 7-10 FL, adf Glazing option shall not be used in wind-borne debris region : Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 ;Stratford (M600); Heritage (M950); ! Dwg. IRC-6009-130-15, Thru 9' wide. ! Oak Summit (M650) I Limits of Use Installation Instructions Approved for use In HVHZ: No j FL5302 R7 It IRC-6009-130-15 Drawino 7-10 FL.ndf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 impact Resistant: No ' Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 I Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC-6009-130-15 Reoort 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 I replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. I Oak Summit (M650) i Lim Its of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-140-15 Orawina 7-10 FL.odf Approved for use outside HVHZ: Yes ! Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No ; Created by Independent Third Parry: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. i FL5302 R7 AE IRC-6009-140-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes i unless structure is designed as partially enclosed or door Is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. j Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-150-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes l Verified By: TOM SHELMERDINE 0048S79 Impact Resistant, No I Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +3S.6/-42.1, Not for use in HVHZ. i FLS302 R7 AE IRC-6009-150-15 Reoort 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 ireplacementdoor. . S302.11 Stratford (M600); Heritage (141950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) i Limits of Use Installation Instructions Approved for use in HVHZ: No i FL5302 R7 If IRC-6009-169-IS Drawina 7-10 FL.adf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048S79 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 ; Evaluation Reports Other. Design Pressure +45.3/-S1.2, Not for use in HVHZ. i FLS302 R7 AE IRC-6009-169-15 Reoort 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. I S302.12 Stratford (M600); Heritage (M950); 'Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) I Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL5302 R7 [I IRC-60[6-100.15 Drawina 7-10 FL.odf httpsJ/www.fioridaWiding.org/pr/pr app dU.aspx?param=wGEVXOwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01g%3d 3/5 2/15M17 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other. Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 A= IRC-6016-100-15 Reoort 7.10 FL.odf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 It IRC-6015-110-15 Drawing 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-110-IS Reoort 740 FL.odf Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC-6016-120-15 Orawina 7.10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other. Design Pressure +21.8/-24.8, Not for use in HVHZ. FL5302 R7 AE IRC-6016-120-15 Reoort 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. 5302.1S : Stratford (M600); Heritage (M950); 'Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other. Design Pressure +25.6/-29.1, 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 It IRC-6016-130-15 Drawina 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-130-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.16 'Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. I Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 [I IRC-6016-140-17 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048S79 Created by independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-17 reoort 7-10 sealed.odf Created by Independent Third Party: Yes Contact US :: 2601 Blair Stone Road. Tallahassee FL 32M Phone: ESO-497-1824 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 mad to this entity. instead, contact the office by phone or by traditional mall. U you have arty questions, please contact 850.487.1395. 'Pursuant to Section 45S.27S(1), Florida statutes, effeaive October t, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The cmaihi provided may be used for official communication with the licensee. however email addresses are public record. If you do not mSh to supply a personal address, please provide the Department wth an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.s., please dick her . Product Approval Accepts: i E Credit Card Safe https://www.fioridabtdldirig.orgfpr/pr app dtl aspx?param=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01ga/o3d 4/5 2(1512017 Florida Building Code Online httpsJ/www.ftidabuildirg.orgtpr/pr app dd.aspx?param=wGEVXQwtDqunL7seVZMFLLe0OysN2RYes%2bbXzb2L0lg%3d 515 A"ATAKE Rau" CAPOMP IT."O V/ Ii1 1/.• . 1/4. 711 ULF A MIT PC" IIAC41 1E CA GALv. EE310MIAL Tw ROLLE" p.Cgi J' boll STRUTS ATTACWD OATTACHEDV/01 1/A• • V/ <G 1/.• ]/.• Ko NEAR SCREVf Wa HEAD SCRC" A7 .. PER PACKET E.CM CENTER PLC TYPTCAL.TOP FIXTURES-1 1 1 14f... O RASWC TINTER 1RNEE ATTAC.aR V/ (4) It.- . S/.' 11ET WAD sew" 0 a.[S roe MIND ATFALNCNT (V STRL IS tEMUSED) 0 CAL STILT_STIF%Kg(-, TAHA 11 ON FAQ ] STRUT O.CPG TV I• W ARASAFC KID was SCREV 1ENDKWAPTIAO(D AT END AND C[MI(" bTltDl a-c- V/ (G 1/.' • ]/.' fTILEE H W TNICR .TtA[!(0 COW STRUTS KN WAD S(REVS V/Q1 1/.• T S/.• 1T.C1ao V/ (G • KT 'c'"! fCRCVS V. . a/.• M:T NW o CARRIERSWADSmvS •T TO CILC V AID 914- • • CACHE END STR.E W END DISC V/ y. V.• . 2H• KD K.0 SCR[VS Pat CAMOa r 7-Owl STEtL OR NYLON SHORT STCK RO.I(a2 C 7-Rwl SiL0. OR wROM SECTION A -A (SIDE NEWT NT.s. IH' . RnaMUOD Q 1/ 20 mulf vUcECIS R NITS SECVRt 10"rM (]) LAC Ot, . 1-5/0' LAC "MIS ATIADDEDIEA, AADM GRACKTT0 aVn 2 CA OALX STEEL, Duall MACWTS air.0(Oo R/ (0 V•--2o TRACK SDUS ROLT A NUT OR (2) NK12 1 u 40C(T.0.0 p a PAU31 .w° "AC.Cr SPACM TRACK CONFIgRARON FOR R'I• UP 10 le TALL Coons KY.& SHUT STCN ROLLERS A W 7/1V RETAINER FOR V/ 7/16• RETAIN" FOR .OIp a fin s 4.-rNAEADED S WIS . M.TwIt.4ce smwTS WL RPI. 1.'a• TYPICAL107T 1lRACKtiTYPICALOURASAFEENOHIIIGCOjN.T.S. 4 EiNIS3 _ Q /alr7t Q® 1) SAV OIA . 1-o/I' A.JATEAJ.11R pAOltr V2TIaHGRIM Oo. t a arml) to a TENDER fr OPTvioncolvv Awn woes THE METHOD OF TESTING WAS IN SUBSTANTIAL w2. T.M" i aD K.n=a ° v.erriFp tONcn Da°L CONFORMANCE WAIN THE PROCEDURE DESCRIBED IN ASM > o i talw'4y°-p/-P1E" iTO 1E330 AND ANSI/DASMA 105 THE PRESSURES SHOWN ON s u?' "w -tIL1. 1P .•f RT aARYI° aaa tIl e.an sT ¢ tlw DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE a Ram .0 wrwwE vl a enaa, wry cl 7/ 1I' OW RaT ICTAM FOLLOWING PARAMETERS (S FEET OF DOOR WIDTH IN THE ENT AND WAVES v STAWAIM AS ICT.RRIN n IAfRA v.- o . a/I•vATx (1) PER ROUJA 20NE ROOF AT ANY SLOPE : a am R¢aaNT 9." a O cA..a tDIRI ROIAI ra da 1-rt nluC EQl AO RUT r Wyv. s1EIl IRACR WINO SPEED MPH ISS 1{1 1}t 128 122.uwAn a / d RIVETS A awas° fTNm w OG mm PIRA a ®OaD EXPOSURE I.EVE1. B C t 0 0 a A.[ .RartsDo.N. O RIR TRACK MOUNTING DETAIL A. au"T0 0 IiW P'a sera ANY-O'a a m"aa" w T i MEAN ROOF HEIGHT 30' 13' 25' 15' 25' Ao a" anP..Rra°aa R) E I aADIco - eH•IIT u IfWIDTH MAX5 ••p6E. 'H£1M 4, a GENp •. 9ryri jYe Oe1r 1MM t 4: NO 004057 .r•`---,'sa20sRx OE90NLOADSgig ± *: •¢v 24e Psr i : p F ,'tub 3i TEST LOADSs ' cF • : O E:prP 4 ` da l 37 2 SF F L]j p' 8 W CAND14a CART VNNIO.-INiN...I. 8703 MODEL / 030 OAK SUMMIT ./DureSate MODEL / e00 STRAT70RD Tr/DumSafe Mf N/w DAME RIBA RI[ 00vo IRC-60I6-120- 9WIor3 r evA STRUT LOCATED OM THE TOP AMD BOTTOM OF GLAZED ESCTIR/ ATTACHED WAV V.• x 3/:• HCK WAD SCaVS AT END MD "HIER TTIL[S OPTIONAL SKIRT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) J J Nil OPTIONAL LONG PANEL TOP GLAZED SECTION 437PUT AND STILE LAYOUTS) IYa) AM6 G AIMa ORMP A/ARAe1E ONLY ON COMlf ISM TKWJW In AIDE DOORS LESS TomTNW 13'4 VWyT IOC 200 PAWLCLAZNO aCLOSED3[C1013 WOOD JAMB ATTACHMENT TO STRUCTURE D K L VEQTI[AL lANR ATTA[IBENT TO 1RY)D fQAMC c--TTLMI_r 5116' x 3' LAG SCRCVS STNtT1ATi 6' FROM ENDS TNCM 2+' OC. O 1/2' EMBEDMENT) P x F VFRTI[M _mM1 ATtAODWNT ill POOO PSI mN[QETE NILTI NVIK DOLT 3/B' x I. STLtTING 6' FROM ENDS THEN e.• OC. K 1/e' EMBEOMENT) HILTI SLEEVE ANCHOR 3M' x e-3/4' StaRnNo 6' room ENDS THEN RV O.C. 0 1/4' EMDCONINT) ITV., Q MSCT REDIEAD (TRU-ROLT) 3/4• x /• S11 lf1TIIERTIW 6, r(Rml ENDS THEN E.• DC. Q 1/Y EMBEDMENT) SIMPSON 1/1• x 3' T T N SCREVS ST 1 6' EROM ENDS. USE PAIRS Or EA3ICMERf J' APART) AT 16. OC. (1 I/e' CNBEomCND MULTI 1/.• x e-3/4' KVIK-Col II• SGREVS STARTING 6' FROM EKDS, USE PAIRS Or FASTENERS ( 3' APARI) AT 16' OC. O V.' EMBEDMENT) HILII SLEEVE Ai f x e-3/.' STMINH 6' rtOM Ex THEN e.' GC. 11/.• EMBEDMENT) CO . USE FASTENERS T(BI HOLLOV C-!O BLOCK) LAGS Ally BOLTS CM BE COUNTERSUNx TO PROVIDE A FLUSH HUNTING SURFACE. PREPARATION or VOOD JAMBS BY OTHERS VOOD CPNCRCTC HLLOV SLOE GROUTED BLOC u= STRUCTIWC STRUCTURE STRUCTURE STRIICRDIE L W 1/ 2• MW \ E 1-1/2' MIN /• ixg JAM. T. RM OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) le- I/s• -Ire' le- 3/e• ID-S/e' I SHtyti PAWL GLAZING, ASrMR DETAIL LOW. PANEL GLAZING rASTENER DETAIL RUTS N1. 5. GLAZING OPTION CROSS SECTION GLAZING MEETS AST MBE1300 a1N0-YORNE PENIS REGION ORaoFromo WINDOW FRAME OPTIONAL Dacro INSERTS S rN uv PROTECTIONWITH UV PROTECTION GLASS N. S/S2' POCK SSO In w AwlIn on SUDfl A( w)MRS"FAN WM .OMIa D MRf AT tATr Lad•.rn 7 weDR FK w UOIDED INSIDE FRAME c bD1 D IRO ) 1 SECTION 8—B O !!ea AVAILABLE TRACK COMFI=ATIDNS OLT& MAX SM 16' WIDTHFy. I.' HEIGHTIre STSI{ I11(11/yyljyy S.`. DESIGN LOADS T— 2t. 0 PSF 2. e PSF tr, TEST LOADS 9gg ' s:: slasr_ 0%• JX A. 37. 2 PSF FLgN MODEL / 650 OAK SUMMIT -/DuraSafs MODEL / 800 STRATFORD w/DuraSate MODEL / OSO HERITAGE w/DuraSata Short. Loon• Rush i Oak Summit Panel's a: p .L BT W Ma a/DN01 OMTIM HERB B Owo;IV AI I BIT NOW IOC-6016-120- 51QI Z OF 3 TADI L 4 OOCR 571a1fSJVCM aASWC NiEN.trEMID 1CP A B C 0 E f G H 1 J K L M N T of 517. 1s Ve 25 117 38V4 IT 54 W 67 Vr 70' 5117 is W 25 17 39I/T 46167 Ve 73 V? 76 S E 15 W 22112- 33 ve 40 Vr SI Ve 5917' Ws —leor so- 5vr18V4 V-r-36vedtlr51Ve61Vr72W BrY2' Be. 5Vl to Va-25VZ3a Ur 45Vr®W67vr78w 9117 9 o- 5 Vr IS Ve 22 ur 33 V4 4017• Sl 4 59 Yr 89 a 76 V2- P w OF 9 6 5 142' 18 W 25 Vr 30 VC n Vr St Ve I Vd 72 w A Vr 90 W 0v1• t0 o- s yr S w 2517. 39 V4 4617L' 60 ve 671? 7e W 85 Vr SSVC. IM V! t06 Sur 18 ve 25 t72' 39 V4 461/r 63 w er 1lr 61 W 88 VZ 102 114 IISvr Irw 5 w to ve 2S Vr J0 V4 43+7' S1 w 61 v2' n Ve Wv-r- 96 p W 121 UT 1t 6 S Vt 1s v4 25 Vr 3RU 4817I V 67 76 w V 17 98 WV —a— 1M UP 177 VI 7Z6' 5VI19ve25t7. 39w46yre0YeW17'etve08Vr162W109Vr12DW 1MW 126 5 Vr to w 2s yr 36 V4 43 W Vw-- 11? 72 V4 7e yr 90 v4 0 W IDSw I is ijr 125 v4 131 vr 7 o- 5 W to w 25 Vr 39 i1c 46 VI 60 w GYW 7e 1Wr 85W 96 w Iat 114 w 121 yr m UT to ur tso- st7r 16w 25Vr 39 48V16J Q et a PVT 1D2ve 1o9t? 120ve 127ur IRA 151 yr No- S 17' 16w ZS Yr 391le 46 Yr W W 67 VI 91 W t? 1@ W 1091? 121 W 137 Vr 1M Ve 157 Vr TABLE 2 TABLE 3 DOOR HEK11R TRACK A7TACHMEW ISPLICE A C 0 E. G H S Va.IT21• 36' w 70• IT 21• 3W Sr 76- 7 6- IT 19' 36 or 6 IO. 21• 34' Sr 7S or 66• t0' 1' 4r 67• e,• a• 9 t0• o• 36 54• 7r go- IN 96• IT 21' 39' Sr 75' 93• 106 Iv 10' 21' 4r 6r 01' W 1/r 1176 IT 21• 4 63' Or 10S• lte• 11• IT 21' 3r sr 73• or 111• 1 124• 11'6 IT 21' 4r 63• at, 9' r 1 Vo- 17 10' P 4r 6r 64' 105- t 7E141' 3t3r 12T IT 21• 37 Sr 75• 93' itt' 14r 13• 10' 21• 47 Sr et' W t1r 14r is 1 r 2P 4r 63' P. ios- 12r 1W14' 10' 21• 4r63. w 105' 126. IW wn1'm ai, W NOt ORRTltll t&v— IR E11 H] EI8_HmWNEH EI11 3ri• I I1 L• ir7llE':] LLL] LSiJ EJa:JL-sJ tna e rsJ NUA taut LLLU LLL•J L-L'J ftAl• r'' LU2IFlJ LU3111111111111 N11N W-- =LMLLL• 7 L:L:I 1123I:.u,'^_' FItII iiS•=l eiL' ] u•JE* ktilll[ 7alef, mi.0 l" AN-. 7 L=tLU LIU kL'7::1."'^ u.. EJW Ilt:•J LLJtL][L1 IQ;t r',• e.rJr.IrJNNNNN I @l T E`_ E7LiI_7QTI llMAlR==LxJLML:J sxN NU7= La: 9 LU-J LhM RkAx' W""^L: tlll:L-A•lL== RkI<7 m ELF LID LI RUM L'" F- 1..11 Ig-Afi:II7 ElxM:7 r,-- LSZJLlU- r-i7 N"Rxl l Lii.7 N I c 1[i2k_l r CELL MEL- NllUl2jL- 1UIK] EXLE0O0:1Rr. ULU KrAMLr7V"L L- JLUlJllllll L6",•-*. L`Li LFi:9LLIIAVIr_t! I[IJCJt r" IL:LkI[1711It37 si^u.1, L-Ii] E•.r:,I LLk3iIL1L1L1Lf lLrjLJENNU' LlLULLU., uluL r! E L", Lrc7tur t+_L+• 7L LLI ELLM aLl1 t:yl L' 1L k-"L-L.J L! ttiL! L1':J YLL'[F:J L216L,' eLIJ n"--"L" 2Ll1•J 11kS_7 Lt•t_ t LII 7 tr' 7 F LI E iE'] m L7 1 k'_ L• •I Liu ET] Etrr7 im m LgJJt E3'7 a" RM LJ ilff] @dJ i NaAA MU=M LLL.11LU:: L:•S•:1 LHE]C:L''] ME" rtr-„mGl® L'J LLIIS 7[CE7, O[4:'7Lfi: JLkZi1!Lu:JfY?ILItJCtll IL iis'Ek: CI, ME"Lr7LktI6"'E'C L Ems! Es:aL_'L9LitJ[L':LJ[k_LJ ItLZ L'.'Lllllii]: LLT guL-.EL:lFJ s.r^- i El7C{iil[:i:1LffiI LLF£]] TElL7LLkL:!i EJS': LL I'1F]L.';-]. ELSLANlr^..,1ULURLIZLLJfttl3i'.LL O IILkiLI r^,onr7rr l2[: I LELFt:]fE_T_I' Filt,7®Cl'LIlCF. 9C L][L'FJ r4Ll 3; •7 CPJ 1lL•] L' I:l HILL] F:L] li lrt•^-+.=L'FIJLlaL'. UQlLUQ-4J. KLILLJ ML=M C7: J itJ[ li[4J NiLSt) I r i F-1 lJ¢7, srrr L', LTJf LZ]G1LI:.L.LE:J C%1 L7 CLJ Qtl s:•J LMLJIJ LLkL' J 4l[7 L.r7 L:1:1tilt:: E:L:•1 HI[ii1 EGC7, ALL" cAulu"Ka.-i Ulf 1"Lurl, I n I U$ w= a Rvw I bit In I w n aw arcs — - ro fa u MAX SZE YYItYlIC17111/,•. , 16' atOlM Flo Y7L, 7L1C(i• .'. 7wr-1. E90" LOV 2t.6 Sr E i •• 248 PSI @f .%'1y: '`: FL • `7r. i `,ShUttt4•, 2 /` m/._//ww// 147 CMwNt[ GtYaf vpilyiK( IL aL. elw7 MODEL 1630 OAK SUMMIT w/DureSele MODEM. #600 S UWORD w/Dara9ata MODEL /950 MEGUTAGE w/ Duresafe Short. Lon[. flush & Oak Summit Panel's sa wo a a. 7 a[ a/apt aunt um 8I am" Asti a[ a/6p3 IRC-6016-120- sM103 2/152017 Florida Building Code Online /» RAN IZZ tv • ! 1 t' r 1 — f>+ie tYRa El laiW:umiimd%:YIN SCIS Home Log In User Registration trot TOPICS Submit Surcharge Scats 6 facts Publications FBC Staff $CIS Site Map Links Search ad'a do.pr oi-ai, Product Approval USER: Pudic User PM9uct Aaar093l Menu > ;arrh > Aoohaton Im > Application Detail t•'M FL 9 FL19715-RO Application Type New 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 J 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 Jon Berrian Jonberrlan@slbp.com Windows Single Hung Certification Mark or Usting Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WOMA/CSA LOL/1.S.2/A440 AAMA/WOMA/CSA 101/f.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 https:/ANww.floridabUlding.orgipr/prapp dtl aspx?param=wGEVXQwtDgNA%2bxmzklhGufBVSnRNMfoPly6gPoEN%2be8TXyGOYCjAw%3d°k3d i Year 2011 2008 12 r 2(15/2017 Date Revised SummAg of Products FL it 19715.1 Florida Building Code Online 02/14/2017 Model, Number or Name Description Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Certification Agency Certificate FL19715 RO C CAC CCL Ustino for 2900 Florida Ratings 5- 13-16.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO H SWD002 SS 2016-06-22.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes sac- D Contact Us :: 2601 elatr Stone Road. Tallahassee FL 32399 Phone 850-487.1824 The State of Florida is an AA/EEO employer. Coovnoht 2007.200 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-receras recp st do not send electronic mad to this entity. Instead, contact the office trr phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(t), Fhalda Statutes, effective October t, 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 Oepartment 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 didt j. Product Approval Accepts: Credit Card Safe https:/Mrww.floridabuildirtg.org/pr/pr app dU.aspx?param=wGEVXQwtOgtvAek2bxmtklhGuBVSnRNMfoPly6gPoEN%2beBTXyGOYCjAwe/.3dei63d 212 TNSTALLAIION NOTES: 1. ONE (11 INSTALLATION ANCHOR 15 REQUIRED AT EACII ANCHOR LOCATION SHOWN 2 THE NUMBER OF INS1ALI.A110N ANCHORS OkPICTEO IS rNE MINIMUM NUMBER OF ANCHORS 10 BE USED FOR PRODUCT INSfAtLAIION OF THE MAXIMUM SIZE USIEO. J. 11151ALL INOIVIUUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t 1/2 INCH THE DEPICTED LOCATION B SPACING IN 111E ANCHOR LAYOUT DETAILS I E, WIIHOVr CONSIDERATION OF TOLERANCES). IOLERIWCES ARE NOT CUMULATIVE FROM ONE IN5TµLAf10N ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED Al EA04 INSTA"FION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIACK 10 BE 3/B INCH. SHIM WHERE SPACE OF 11161NCH OR GREATER OCCURS. SIIIM(S) SMALL BE CONSTRUCTED OF HIGH OENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD SCREWS OR II GAUGE ROOFING NAILS OR 10d COMMON HAILS CIF317174itflffff LENGTH TO OREVE I III INCH MIMMUM M FOMENT INTO WOOD SUBSTRATE. INSTALLAI ION SMALL MAIN rA1N MIN. 3/8• EWE DISTANCE. S. FIN INSTALLATION: FOR INSTALLATION IN IO METAL STUD USE 0T6 SELF -LAPPING SCREWS, OF SUFFICIENt LENGIH TO ACHIEVE A (MINIMUM OF 3 T R 0 EN 1 N BEYOND MEIAI WALL. INSTALIAI ION SMALL MAINTAIN MIN. 3/6- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE MIOWOOO SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCI1 MINIMUM M SCREWS INTO WOOD SUBSTRATE. R THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUW 1 IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCN DIAMETER ITW IAPCONS OF SUtFICEN I LENGIH TO ACHIEVE 1.1/4 WCH MINIMUM EMBEDMENT. INSTAI LATION SMAI I MAINTAIN MIN. 1 3/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM A ION BEYOND ME [At WALL 10. MINIMUM EMBEDMENT AND EWE DISTANCE EXCLUDE WALL FINISHES, INCLUDING IW T NO1 LIMITED 10 51 UCCO, FOAM, BRICK VENEER, AND SIOING. 1 I INSTAUATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MACE OF CORROSION RESISTANT MAT ERIAL OR HAVE A CORROSION RESISTANT COATING 12. FOR MOtLOW BLOCK AND GROUT FILLED BLOCK, W NOT INSTALL INSTALLATION ANCHORS INTO MORTAR IOINTS EWE DISIANCEISMEASUREO FROM FREE EWE OF BLOCK OR EWE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSIAUAI ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NO r BE USED IN SVOSIRATES WITH STRENGTHS LESSTMAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14 INSTALLATION ANCHOR CAVACII IkS FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH IMF FOLLOWING PKOPFRTIES. A WOOD- MINIMUM SPECIFIC. GRAVIIYOF O.SS. B. CONCRETE 'MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GRW T.TILLEO CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUI CONFORMS t0 ASfM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0 HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. SfkEl-MINIMUM YIEIO SIRIING1N OF 33 KSI. MINIMUM WAIL IHICKNESS OFvLB MR (0.0478' a 18 GAUGE). MIN. I/2' EWE OISrANCE. F AIUMINUM- MINIMUM ALIOY601iT•TS. MINIMUM WALL TMICKNESSOF 1/16'. MIN 1/2'EWE 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 TO COMPLY WITH THE SIN EDITION 12014) FLORIDA BUILDING CODE (FBCL EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CS410lA.S.2/A440gWIl 2. AD QUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD$ TO THE FOUNDATION K THE RESPONSIBILITYOF THE ENGINEER OR ARCHHECT OF RECORD FOR THE PROJECTOF INSTALLATION. 3 IX AND 2X BUCKS (WIZEN USED) SWILL RE DESIGNED ANO ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET FOR FURTHER OE TARS OF RUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE Uri SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•IIVHZ AREAS. IN HVHZ AREAS, ONE FIME PRODUCT APPROVAL TO Of OBTAINED FROM MWNI-UADE RfR OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIN EDITION FBC, WOOD COMPONEN TS SHALL HAVE BEEN PRESERVATIVE IREATEO OR SNAIL BE OF A CURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 tOX OWING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FLED 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING OETATL MAX OVERALL SIZE COFFI6. DESIGN PRESSURE MISSILE IMPACTRATINGWIDTHHEI6HT 36' 84' O/X 35 / •35 PSF NON IMPACT 38• 66' O/x 50 / •50 PSF NON IMPACT 36' 74• O/x 50 / •50 PSF NON IMPACT 38' 77' O/X 39 / .35 PSF NON IMPACT 44• 62' O/X 50/•50 SF NON IMPACT Ir 72• O/X 35 / -35 PSF NON IMPACT 4B• 64• 0/X 20 / -20 PSF NON EAPACT 52' 72• O/X 25 / •25 PSF NON IMPACT 36• 8).75' O/x (ORIEL) 35 / •35 PSF NON IMPACT 486 96' O/x (ORIEL) 20 / -20 PSF NON IMPACT 72' 62' O/X-O/X 35 / .35ISF NON IMPACT 72• 1 84- O/X-O/X 35 / 35 PSF PION IMPACT 62' O/X•O/X 50 / -50 PSF NON IMPACT 72' O/X•O/X 50 / -50 PSF NON IMPACT 7T O/X-O/X 25 / -25 PSF NON IMPACTR-`O'l 74• O/X-O/X 35 / -35 PSF NON IMPACT 74• O/X-O/X 30 / -30 PSF NON IMPACT 62' o/X O/X O/X 50 / -50 PSF PION IMPACT 72• O/XO/X.O/X 50/•50 PSF NON IMPACT 84' O/XO/X•O/X 24 / .2%PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SilverLine IwAndersen g7ll Ieee•4.eeeeF OFf SRYEALIhE IgtYF NpIM FAWSY/IOLM: Ot10J IN (7e1)41S ODD c v; ap 1=i j LOS3 o s ma j W < i F— C PaoF I IFT T Z CS OW6 #: 5W0002 SHEET: T OF L MAX. MEI6 MAX. FRAN HEIGHT 9L MAX. FRAME I— WIDTH 48• —I ELEVATION SINGLE HUNG WINDOW MAX. FRAME s WIDTH 96` I all a470YR, 405 ELEVATION TWIN SINGLE HUNG WINDOW li QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901.4701 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 290249OZ — RATINGS, TWIN UNIT CONFIGURATIONS F s MAX. FR. HEIGHT t MAX FRAN HEIGHT 9! MAX. FRAME Imo— WIDTH .8- —I ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME I WIDTH 108" TRIPLE SINGLE HUNG WINDOW SilverUne I Mxll•Tsen owF snvOao at.T wp{Iw {{uwsYlcL w o1a02 nu pfTI ANOD OMyW/E i H G F O U.,m0,c Q2 W d F G 1-4 Z H Lu w FN aD YN <F 00 z OF 6 r MAX. FROM CORNERS L II' MAX O.C. II" MAX. O.0 r MAX IFROM I _1 1_ 4 1/2' MAX. CORNERS O.C. 4 1/2" O.0 1 M•.7 L 2" MAX FROM CORNERS NOTE N• WWITS•TQF5QPyF 2'MAX. T ssuuFEurTnoEQr.are FROM J TTe.p.l.uTF. uTD slu CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW MAX. FROM I` I t_ 20'MAXF CORNERS OC 6' MAX. FROM I I~ CORNERS 20' MAX. 0C L 6' MAX. FROM CORNERS ji ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 L I I_4 V2'MAX. O.0 ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM I I-- I 6' MAX. CORNERS O C. 6' M/ O.0 1' MAX. FROM CORNERS 2" MAX FROM CORNERS NOTE N• WWITS•TQF5QPyF 2'MAX. T ssuuFEurTnoEQr.are FROM J TTe.p.l.uTF. uTD slu CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW MAX. FROM I` I t_ 20'MAXF CORNERS OC 6' MAX. FROM I I~ CORNERS 20' MAX. 0C L 6' MAX. FROM CORNERS ji ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 L I I_4 V2'MAX. O.0 ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM I I-- I 6' MAX. CORNERS O C. 6' M/ O.0 1' MAX. FROM CORNERS 1 0 I II I 6' MAX. FROM I` 12 3/4• MAX. CORNERS O.C. INN,, 6' MA FROM CORNERS 161) I I 0- MAX. O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW r-r 12' MAX. O.C. II I II ANCHOR STRAP FROMP/N 50-2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLinIlvAikluse aE savm" calve TA}TMFAV sm".N7oll wl (TfN.JYTOW 93M1yy$ OH"s a3C LLdLu B f 9 ig co NuI< W a-c 02cc N wt. la ir F k 4 d it o, rr,-L r T• E Tfl m 5i Z II N 50 2995 2P SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW DW& it: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY 1 1/2• µIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X •' ' WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SWEET FOR CONNECTION DETAILS 3/8' MIN• E06E GIST. B WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS MAX. PERIMETER / \ SHIMSHIM SPACE SEALANT / BY OTHERS NIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 g VERTICAL SECTION 4 NEAO - ZX WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT J BY OTHERS LLNTIRIOR 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 48 WOOD SCREW INSTALLATION ANCHOR 3/6' MLN. 2X WOOD BUCK BY OTHERS E06E OIST. SEE SHEET 6 FOR CONNECTION DETAILS a' . aCAULKBETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT Z:) VERTICAL SECTION 4 SILL - 2X WO00 BUCK NAIL FIN Silverline 1%JI(JLYtiQII vueevs•oeoes Ow snv(eLlsrt aIYE wens eewswlcs.w avai Iw.f1fJ/Ifd00D m 1/4' MAX. MIR 3/8'EDGE DISTANCE 8 3 SHIM SPACE g Zr 0 'A - t W w mSASHREINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS N W m a cc p SEE GLAZING PENETRATION BEYOND METAL STRUCTURE J w 0 2DETAILSHEET 0 INTERIOR GR. 5 SELF -TAPPING SCREW INSTALLATIONINSTALLATION ANCHOR d METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION p NOTE 14 m EXTERIORFINISH BY OTHERS ZEXTERIOR PERIMETER SEALANT Q BY OTHERS ZO O.A. V) UNIT d WIDTH Lu at C HORIZONTAL SECTION 4 JAMB • METAL STUO NAIL FIN a21 m N ca J N oaf _ VZJ o a OW6 #: SW0002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS , CAULK BETWEEN v. CONCRETE/MASONRY BY OTHERS 3/4' MIN E06E DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. _ CONNECTION pETAIlS SHIM SPACE a ' e':. • • SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 i/2' MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR PERIMETER SEALANT r 1/4'MAX' BY OTHERS / SHIM SPACE O.A. EXTERIOR (INTERIOR UNIT HEI6HT SEE GLAZING OE TAIL. SHEET 6 4VERTICAL SECTION HEAD • 2K WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR 1 ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O.A./ PLAN VIEW -ANCHOR STRAP UNIT / P/N 50-2995-2)' DETAIL AT HEIGHT RIGHTFOR INSTALL REQ. PERIMETER SEALANT MAX. SHI SHIM SPACE BY OTHERS 1EXTERIOR FINISH d.: ByOTHERSI //1 MIN EMBEDMENT PRECAST SILL BY OTHERS 3/ 16' ITW TAPCON a .•' ' INSTALLATION ANCHOR e 1' 3/4' MIN a EDGE DISTANCE VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FRO FRAME, HOLE TO ACCOMOD/ 0. 0620• - 0 MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. I/2' EO6E DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR By SEALANT 8Y OTHERS O A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME HORS 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/l6' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) A110 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C FOR INSTALLATION TO WOOD. USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1. 1/2' EMBEDMENT, MIN. r E06E DISTANCE. SilverLine I, Ai Kknwi t g7ll wuo. ws•000u aE suroa a rF aaao wrswa w ogoe ne ns:l n rom n IzorO d ,n g t 0^> 00 LL 8 v!' COC •D LU ,A, dW Nm< ui vl < p 7 Way d a 49 002 OF 6 EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR SMALL'FRAME -LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF, SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. HORIZONTAL SECTION 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 64. (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74. (O/X). DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-0/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X.O/X-O/X), DESIGN PRESSURE •/•50 PSF 108 X 72. (O/X.0/X•O/X), DESIGN PRESSURE •/-50 PSF C• STEEL INTERMEDIATE FRAME'LAR6E' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATTN65: 76 X 62, (O/X-O/X), DESIGN PRE55URE •/• 35 P5F 0 •STEELINTERMEOIATE FRAME*SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF SilverLine NOTE. I/Il(I1.75C11 CONFIGURATIONS SHALL COMPLY WITH SAFE TVWITHSAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. neev.oeees 0.4 yRYEeL(NE Derv" Nm-whi •SWICC W eevu Il•(A71.1•IOm 5/8' 0 A. 1.6. GLASS I I F 83'"$_ v 8 a$ Z QyrZC0 vik' O ^ EXTERIOR / INTERIOR H dalw Z MIN. GLASS I $ SITE t/Y vWl W Z N j 0 6 m J z eD to 40 Zm I/8' SETTING BLOCK d GLAZING DETAIL I o 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.0 SPACING SPECIFIED I5 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 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4• MIN. EMBEDMENT i. • • 1 1/2' MIN. EDGE DISTANCE 2' MIN. E06E `\ DISTANCE I• ` CONCRETE/ MA50NRY BY OTHERS BUCK INSTALLATION DETAIL V) Z O H M v Lu w O 0.......... 4K O 6 ty •• ' /lr 2•D'ae m m 0 m J zvW Q OWG #: SW0002 SHEET: 6 OF 6 2/15/2017 Florida Building Code Online icioYliiYW ' SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FSC Staff SCIS Site Map links Search b a ffij Product Approval s USER: Public User Product A Wroval Menu > s••nCut' ar aoWicannn SaaM > ADphcaiem list > Application Detail FL # 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@silvertinewindow.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/WOMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA 101/I.S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsl/www.floridabuilding.orglpr/pr app dtl aspx?param=wGEVXOwtDquZRi59%21Drx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ASTM E1996 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL 14918 R3 Eeuiv of Standards.odf Method 1 Option D 04/1S/2015 04/20/2015 04/22/2015 06/23/2015 20t2 1995 1994 0 0 Page 1/ 2 0 0 FL # Model, Number or Name I Description 14918.1 a. Model 4100 / 9100 I Extruded PVC Picture Window Limits of Use Installation Instructions i Approved for use in HVHZ: No EL14918 R3 II Inst 14919.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes 1DesignPressure: 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) 1 14918.2 b. S 2900/4900 M 2941-29S1/4941- 1 Extruded PVC Picture Window with Nailing Fin + 495I ; I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II fnst 14918.2.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 14918.2 for Design Pressure Ratings, any ( FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation Instructions and product i Created by Independent Third Party: Yesparticulars. 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 Approved for HVHZ: Yes FL14918 R3 II Inst 14918.3.odf i Verified By: Lyndon F. Schmidt, P.E. 43409useoutside Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports IFL14918Other: See INST 14918.3 for Design Pressure Ratings, any R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product 3 Created by Independent Third Party: Yes particulars. i 114918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window ' 2952 / 4942-4952 with Nailing Fin I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 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 I Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) i 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 11 Inst 14918.5.odf https:/&nNw.fioridabuildirig.org/pr/pr app od.aspx?param=wGEVXOwt0quZRj59%2fDrx2300PLxr2KHVtY20%2bl%2fkKOkbg8iygGAA%3d%3d 215 2/15d2017 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 If Inst 14918.6.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 14918.6.odf I Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 114918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral I i 29S3 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin ' Limits of Use I Installation Instructions ; Approved for use in HVHZ: No I FL14918 R3 If 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 I 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 1 particulars. 14918.8 ' h. Series 2900/4900 Model 2941- Extruded PVC Picture Window j 29S1 / 4941-4951 Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 IIImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes i Evaluation Reports I Other, See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.odf j i additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. I I 114918.9 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window i Limits of Use Installation Instructions j 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 j FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. 1 I 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin j Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.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 14918.10 for Design Pressure Ratings, any F!Lal 8 R3 AE EvaI 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 114918.11 k. Series 2700 Model 2730 ! Extruded PVC Picture Window i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 It Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No j 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.odf additional use limitations, Installation instructions and product j Created by Independent Third Party: Yes i particulars. I 14918.12 j I. Series 5800 Model 5810 I Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R3 II Ins, 14918.12.odf Approved for use outside HVHZ: Yes I 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 14918.12 for Design Pressure Ratings, any , https:/Avww.Boridabuildirg.orWIpr app dtl.aspx?param=wGEVXOwtOquZRj59%2IDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA963d%3d YS 2/15/2017 Florida Building Code Online additional use limitations, Installation instructions and product FL14918 R3 AE Eval t49t8.t2.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed window/Sidelite with Nailing Fin Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 H Inst 14918.13.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 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 14918.14 n. Series S800 Model 5840 ; Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.14.odf 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Parry: Yes i I Design Pressure, N/A 1 Evaluation Reports i Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval L4918.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 i o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange I Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1491.8 R3 II Inst 14918.15.odf I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Parry: Yes ii Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. LS.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.16 p. Series 5800 Model 5810 "Weather I Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin i Stopper" i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.16.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 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. I i 14918.17 I q. Series 5800 Model S810 "Weather I Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of use Installation Instructions Approved for use in HVHZ: No I FL14918 R3 It Inst 14918.17.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: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 114918.18 ; r. Series 3000/3900 - Model ! Extruded PVC Picture Window with Nailing Fin 1 3051/39S 1 j Limits of Use Installation Instructions I Approved for use in HVHZ: No ( FL14918 R3 li Inst 14918.18.odf Approved for use outside HVHZ: Yes I 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 14918.18.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 I s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin i Limits of Use ' Installation Instructions Approved for use In HVHZ: No FL14918 R3 It Inst 14918.19.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 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. httpsJ/www.floridabuilding.orgipr/pr app Od.aspx?pwam=wGEVXOwtOquZRj59%2fDrx2300PLxr2KHVtY20%2bi%2&KQkbgBiy9GAA%3d%9d 4/5 2/15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window i 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 tI Inst 14918.20.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 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page (0 0 0 Page 1/ 2 0 10 If. if i1?<: r Contact Us :: 2601 Blau Stone Road. Tallahassee FL 32399 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 law, email addresses are public records. If you do not want your e-mail address released In response to a public-remros 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 850.487.139S. 'Pursuant to Section 4SS.27S(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 net 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 45S, F.S., please click Thee. i Product Approval Accepts: Credit Card Safe https://www.floridabLdidirig.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2iDrx2300PLxr2KHVIY2g3r%2b1%2fkKOkbg8iy9GAA%3d°k3d 5J5 Silvefflne" byAndersen r4l WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated ands in compliance with the 51h Edition (2DI4) Flarldo Building Code (FBC) structural requirements excluding Ihe'High Velocity tlunicone lone" (HVHI). 2. Product anchors shoo be as fisted and spaced as shown on detols. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requbing wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with Section W.1.2 of the FBC. 4. Site condilions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TAKE OF CONrENIS SHEET! DESCarnON i T al elevotion deftn pressures d general notes 2 rlo&ontd !, vediCal Cross sactbm 3 Horizontal S vertical aoss sectbru 4 Buck A home anchoring 5 Bm of motedols, glazing details 6 components a MAX. OVERALL FIN WIDTH —{ Nil 7 Z I— MAX OVOLIQ FRAME WIDIH — OVERALL FIN DIMENSION ' OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48" x 77AW 72.0- x 74.0" 67.0- x 69.0" G 1 50.0 50.0 75.48" x 8SAW 72.0- x 82.0' 67.0' x 77.0" G2 SQ,O SO,Q 99.48- x 57.48' 96.0" x 54.0- 91.0- x 49.0- G2 SQ,Q rll c er: KV or! Lf5 am NO.- FL— 14918.2 CT _L or 5 I v Aq g ua •: Ezmyo v mans r B 6 E o c O JG G1 G2 gz S EXTERIOR INTERX)R a a u n 1In 12 m 2 9 N Q\ 3 G1 G2 INTERIOR 2 Ir 0 3 o EX1E IOR swr: N,T.S. HORIZONTAL CROSS SECTION wm +r. KV o 3 VERTICAL CROSS SECTION SECTION lFs 3 oR, nwc no.: a g f1- 1 918.2 c 2X BUCK MASONRY OPENING 10 1+• MAX. BUCK ANCHORING L MUCK MASONRY OPENING 0 S CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the canon may be aqusled to rnahlain the mh edge dlstonce to motor jontL 2. Concrete anchor locoWm noted as •MAX. ON CENTER' must be acMled to mainloln the mh edge distance to martorjoMh, oddiflo of concrete onchors Toy be recpAed to ensure lhe'MAK ON CENTER" danenston are not exceeded y 3. Concrete anchor table: 0 3 cg t i ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SRE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw • IA/CON t/ 1.1/+• r ELCO 1/+• 1.1/+• 1' ULTRACON F WOOD SCREW INSTALLATIONNOYES: s1. Mobloln o minknum W edge distance, 1' end dlslonce, d l' o.c. spacing of wood screws to Prevent the spidtkV of wood. FRAME ANCHORING 2X BUCK 0 N••. Ca`` Ygn rr III*1 1111 1o n z U~ u m PO 9 C W C! . mnn 34 b i MAX. O. C. gyp.) -- I TYP. 3 FRAME ANCHORING 2X STUD 2X FRAMWO 10 BE DESIGNED BY 1HE BIGNM OR ARCHIIECt RECORD BASED ON WIND LOADS AND THE CLADDING BSNG USED. c ex NV Im LFS uwc xo FL- 14918 2 Ll 9 or 5 Blll Of MATERIALS ITEM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FIN BY SILVERLWE i2902' VINYL 2 GLAZING BEAD BY SILVERIINE N2217• VINYL 3 q8 X 2' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 WOOD B MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/4"MAX. SHIM SPACE 10 f8 X 1-1/2' PPH SMS t 1 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL STEEL 12 2X FRAMING SG >= 0.42 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK I6 STUCCO INSERT BY SILVERLINE g2922' VINYL Alt R 1A;713 3/r ovEaAu g ri c O? 1HK. GLASS Y' y gam.` 14 5/d2 ANNEALED '' s * P 0 AIR SPACE . E 9 m uN2S [ W d S/32'ANNEAlEO I J\ n f? m a a V r I/2'GLASS [_ BITE $ W3d Gt t 1 2 i THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 3/4' BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". TH)L il 5WIEMPERED J " cc 41 AIR SPACE jSf1 6 S/37 TEMPERED a o c GLASS __ IaBITE G2 GLAZING DETAIL k 4 O 16 oe C T z vy yld u O cl CA M 0.8P n ir Z u° 1 t 09 1 1 = o SCALE. N.i.S. OGLAUNGAEAD O.[.BY: Try m OFIXED FRAME ,.. LF a FL-14918.2 c siao 5 or 5 Y r r 2/1S12017 Florida Building Code Online rygn. SCIS Home Log In user Registration Hot Topics Submit Surcharge Slats & Faits Publications FBC Staff SCIS Site Map Links Search b a Sr Qaa Product Approval USER. Public User Product A00MVE11 Menu > Yanuc' nr -%0011 aann Sarrrh > rtoourauon ust > Application Detail FL C FL14918-113 aft t- 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) 43S-1000 CraigCaiderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1. 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/WOMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsJ/www.11oridaWIdng.orgfpr/pr_app dd.aspx?param=wGEVXQwtDquZRj59%2(Drx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iygGAA*/o3d*/a3d 1/5 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 FL149IS R3 Eouiv FL 149t8 R3 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/201S Date Pending FBC Approval 04/22/2015 Date Approved 06/23/201S Summary of Products Go to Page Q i1 Page 1 / 2 FL # Model, Number or Name i Description 14918.1 ( a. Model 4100 / 9100 I Extruded PVC Picture Window Limits of Use f Installation Instructions j Approved for use in HVHZ: No j FL14918 R3 It Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: This Product Is No Longer Offered by Silverline Building Products, Corporation 14918.1 2010 FBC FL14918 R3 AE Eval 14918.1.odf Created by Independent Third Party: YesSee - jiversionforHistoricalDocumentsregardingthisApproval) 114918.2 i b. S 2900/4900 M 2941-2951/4941- I Extruded PVC Picture Window with Nailing Fin 4951 1 Limits of Use i Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14918 R3 11 Inst 14918.2.odfIVerifiedBy: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No I 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 iadditionaluselimitations, installation instructions and product i Created by Independent Third Party: Yesparticulars. 14918.3 I c. Series 2900 Model 2941-2951 Extruded PVC.Picture Window with Nailing Fin Weather StopperTM' j Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.3.odf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 f Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. i 14918. 4 ' d. Series 2900/4900 Models 2942- j Extruded PVC Continuous Head and Sill Twin Picture Window j j • 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf i Approved for use outside HVHZ: No i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No j 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 I Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) j 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 i Limits of Use j Installation Instructions i Approved for use in HVHZ: No I FL14918 R3 It Inst 14918.5.odf https:/ twww.floridabdiding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRiSW.2fDrx23OOPLxr2KHVIY2g3r%2b1%2fkKOkbgOy9GAA%3cF/o3d 215 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 1491.8.5.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 It Inst 14918.6.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 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC 1 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 I 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin j Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 li Inst 14913.7.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 I Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes ; particulars. I I 14918.8 i 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 FL14918 R3 11 Inst 14918.8.odf 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 iImpactResistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf i additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. i 114918.9 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window 1 Limits of Use 1 Installation Instructions 1 Approved for use in HVHZ: No FL1491.8 R3 11 Inst 14918.9.odf l I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1ImpactResistant: 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 I j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin I Limits of Use Installation Instructions ; i Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf I i Approved for use outside HVHZ: Yes I 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 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. l0.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. i 14918.11 i k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions -^ Approved for use in HVHZ: Yes FL14918 R3 It Ins[ 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 t Other: See INST 14918.11 for Design Pressure Ratings, any,, FL14918 R3 AE Eval 14918.Ll.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series S800 Model S810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use I Installation Instructions 1 Approved for use in HVHZ: No 9L14918 R3 It Inst 14918.12.odf Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409jImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation ReportsI iOther: See INST 14918.12 for Design Pressure Ratings, any https:lhvww.floridabtnlding.orglpr/pr epp dtl.aspx?param=wGEVXOwtDquZRj59%21Drx2300PLxr2KHVtY2g3r%2b1%21kKOkbg8iy9GAA%3d%3d 315 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product ELL4918 R3 AE Eval 14918.1.2.0df particulars. Created by Independent Third Party: Yes 14918.13 m. Series S800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.13.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 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.14 n. Series S800 Model S840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No t FL14918 R3 it Inst 14918.14.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 i Evaluation Reports I Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes I particulars. i 14918.15 o. Series 5800 Model 5840 j Extruded PVC Fixed Window / Transom with Flange i Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 j I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any I ELL4918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. I I 1 14918.16 I p. Series 5800 Model 5810 "Weather , Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions j Approved for use in HVHZ: No FL14918 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. L6.odf I additional use limitations, Installation instructions and product! Created by Independent Third Party: Yes particulars. 114918.17 I q. Series 5800 Model S810 "Weather; Extruded PVC Fixed "Impact" Window/Sidelite with Flange iStopper" ( I Limits of Use Installation Instructions ' Approved for use in HVHZ: No I FL14918 R3 If Inst 14918.17.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i j Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf ' additional use limitations, Installation instructions and product Created by Independent Third Party: Yes i particulars. 14918.18 i r. Series 3000/3900 - Model l 4 3051/39S1 Extruded PVC Picture Window with Nailing Fin Umits of Use i Installation Instructions Approved for use In HVHZ: No I FL14918 R3 It Inst 14918.18.odf j Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 f i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 14918.18 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.18.odf i additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars. I 14918.19 s. Series 3000/3900 Model i Extruded PVC Continuous Head and Sill Twin Picture Window 3052/39S2 with Nailing Fin ' Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14918 R3 If Inst 14918.19.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 14918.19 for Design Pressure Ratings, any FL149t8 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes ! particulars. https://www.floridabLilcing.orgtpr/pr app dll.aspx?Wam=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iygGAA%3d%3d 4/5 2(15/2017 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 Installation Instructions Approved for use in HVHZ: No FL14919 R3 If Inst 14918.20.Ddf Approved for use outside HVH2: 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 Eval 14918.20 Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Q 0 0 Page 1/ 2 d 0 ar,i na.k: Contact Us :: 2601 81air Stone Road. Tallahassee FL 323" Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvnoht 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 850.487.139S. pursuant to Section 4SS.27S(t), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 45S, F.S., please dick h!R . Product Approval Accepts: tier Credit Card Safe httpsJ/www.0oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDquZRi59%2tDrx2300PLxr2KHVtY2g3r%2bl%2&KOkbg8iy9GAA%3d%3d 515 Silverbneo byAndersen r's WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTE I. This product has been evoluofed and is in compliance with the 5th Edition (4014) F1orldo Building Code )FBC) structural requirements excluding the TFgh Velocity Hunkone Zone' (HVHZ). 2, Product anchors shoo be as listed and spaced as shown on aetols. Anchor embedment to base material shoB be beyond wall dressing or stucco. 3. When used to areas requiring wind bome debris protection this product is required to be protected with on Impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For Dc stud framing construction. anchoring of these units shoo be the same as that shown for 2x buck masonry construction. 5, Site conditions that deviate from the details of this drowirg require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONWITS SHEET/ DESCM"ON 1 Typical elevollorLdesign pressures it general notes 2 Horizontal a vertical doss sections 3 Horizontal S vertical cross sections 4 Buck S home onchodrg 5 0 of materials, detoll S components rrrrs FLANGE WIDTH 72.0' MAX. OVERALL FRAME WIDTH w. b b, i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FLANGE FRAME D.L.O. POSITIVE NEGATIVEDIMENSIONfDIMENSIONDIMENSION Yr, 72.98' x 74.98' 72.0' x 74Z' 67.0" x 69.0' G1 50.0 50.0 N.T.S. By: KV r. Yin LFS ? FL-14918.8 u N n t a V r Z- y PtoS: 6m 0020 v z azu O 17ftv FF e= SS of p a E3a 2 GI c o i 34tj Ex1ERIOR INTERIOR a N ZO v 1.11C MIN. EMB. TYP. O 2 3 4 1 3 n Gl NMOR 2 U Oj 3 a suit: N.T.S. 5 MERIOR a.o or. I(y m CROSS SKTIONCROSSSECTION62VERDCALCROSSSECTIONamtmLFSHORIIONTAL 2 2 oiurc w: a FI—14918.8 u 1-1 /P -.. VERIOR Is" eHORIZONTAL CROSS SECTION 3 Shovmw/IXsubAbuck EXTERIOR 11 11 INTERIOR i a n , 3 VEIMCAL CROSS SECTION 3 Opliond ffurAM to EXIERIOR 111 INTERIOR VERTICAL CROSS SECTIONECTION Shovmw/IXsub•buck Ij"ii: l l 19 4 u , 4QVEIMCAL CROSS SECTION 3 Opliond mosomy A So u n N C:2 m Z .' zU 14 Y iZw I:Y.> sr. N.T.S. e. sm KV c.Or. LFS ra. FL— 14918.8 n-.,) 00 i 22.5 MAX. `..`` * i O.C.(TYP.)' r I IS•MAX _ '% a O.0 6' O:' N OJ uM tA•sy ' * •ZC p z ! 11 IYP. 3 TYP. s rrrtt * P11 ```` 9 M o i 2X BUCK 2X BUCK o a n i 1 m a`g 9 0 FRAME \ s i m a `a V ' o ONRY E ; 6 MASONRY MASONRY 18 SILL ? OPENING OPENING 19 MASONRY 8S SILL _ 3 0 u o O 2Z w RUCK ANCHORING FRAME ANCHORING G MASONRY 2X BUCK to ISMAIt, nO.C. (TYP.) 6 I I m 1B TYP. to h z IX BUCK —' _ CONCRETE ANCHOR NOTES: 1. Concrete anchor locallow of the comers may be odjusted to maintain the min. FRAME - Q edge distance to mortar Joints. 2. Concrete anchor ocatiau noted as MAX. ON CENTER' must be adjusted to 1 B MASONRY 3 maintain the min. edge distance to mortarjoints. oddltionol concrete onchors MASONRY SILI n = may be required to ensue the MAX. ON CENTER' dunenston are not exceeded. 3 Concrete anchor table: OPENING 19 SILMASONRY Rc s = bU 1Tw z a O WE, 11/09/11 ELCO i seat: N.T.S. UIiRACON 9 i FRAME ANCHORING r a ft Lrs 3WOODSCREWINSTALLATIONNOTES: IX BUCK 1. Maintain o mtnlmum 5/8' edge distance. 1' end distance, 6 I' o c. spacing of tvurwe p tc wood screws to prevent the splifffng of wood. rL-14918.8 c pas tr,5 ea EMBEDMENT TO MASONRY TO ADJACENT ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 0 OF MATERIALS REM DESCRIPflON MATERIAL I MAIN FRAME BY SILVERIINE U52-7151• VINYL 2 GLAZING BEAD BY SILVERUNE q52-2717' VINYL 3 M 10 X 2- I /7" PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.12 WOOD B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI 30I OR HOLLOW BLOCK CONFORMING t0 ASiM C90 CONCRETE 9 1 1` MAX. SHIM SPACE I 1 I /4' X 2-3/' PFH EiCO OR IfW CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 1 GLAZING SETTING BLOCK t7 tx eucK wooD HWH ElCO OR OW CONCRETE SCREW STEEL 19 1/4' X 2-I/4' MWH ElCO OR OW CONCRETE SCREW STEEL X.o;J'd U: =E y .......... 13 HK GVIASS It 4jl *P„ ,` C;` o n o i un•; DO ° 14 FS/32' ANNEALED ^ Z 9 D 1? u 5 AIR SPACE V ocz Q 6 5/37 ANNEALED 0 3u 1/7•GLASS BITE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". via n h I 6 T 29S Z N_ N Ix 0 4 u O ° n 37 I 0 4r ^ _ o Ix ow o ^ . uDj,j—n WE: 1 1 09/ 1 1 r 2 21N B D c N.T.S. 5 o c er: KV m LFS ; MA f E w. ° FL-14918.8 u n sca y9 or 5 O BILL r r 2/15/2017 Florida Building Code Online SCIS Home Log in User Registration Mot Topics Submit Surcharge stats & facts Publications FBC Staff SCIS Site Map Links Search b a z• 9Product Approval USER. Public Userr Product Approval Menu > - roducr or Apuliration S?arcn > A001,MM.on Us: > 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@ jamesha rdie.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. fValidation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eouivalencv Sianed.odf httpsYAvww. floridabLdldhrg.orgfpr/pr ppp Al.aspx?param=wGEVXQwtDgtSk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 Florida Building Cade Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method L Option D 08/17/2015 08/26/201S 09/07/2015 10/16/2015 FL # Model, Number or Name Description 13192.1 I Cemplank Lap Siding , fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A fI Design Pressure: N/A I Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FU3192 R4 It ER RIO-2553-15 Plank metal wood.odf j FL13192 R4 II ER RIO-2557-1S Plank Shinale CMU.odf FL13L92 R4 II ER RIO-2577.15 Plank to WSP Sheathina.odf FL13192 R4 If Install CemPlank Sidino.odf FU3192 R4 II NOA 15-0122.04.odf Verified By: Ronald I. Ogawa 24121 iCreatedbyIndependentThirdParty: No Evaluation Reports EL13192 R4 AE ER RIO-2553-IS Plank metal wood.odf FL13192 R4 AE ER RIO-2S57-LS Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf I FL13192 R4 AE NOA IS-OL22.04.odf Created by Independent Third Party: Yes 13192.2 , HardiePlank Lap Siding Ifiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL13192 R4 If ER RIO-2S53-1S Plank metal wood.odf I Approved for use outside HVHZ: Yes FL13192 R4 tI ER RIO-2557-IS Plank Shinale CMU.odf Impact Resistant: N/A Design Pressure: N/A FL13192 R4 If ER RIO-2577-15 Plank to WSP Sheathina.odf ( j FL13192 R4 II Install HardiePlank Sidina.odf Other: For use in HVHZ install in accordance with NOA 1S- FI-13192 R4 II NOA 15-0122.04.odf 10122.04. 1VerifiedBy: Intertek Testing Services NA Ltd. i Created by Independent Third Party: No Evaluation Reports FIA3192 R4 AE ER RIO-2553-15 Plank metal wood.odf ! FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA IS-0122.04.odfiCreatedbyIndependentThirdParty: Yes i 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use I Installation Instructions Approved for use in HVHZ: No i Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 R4 II ER RIO-255S-15 Shingle metal wood.odf I FL13192 R4 II Install Hardie5hinale Sidina.odf Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-25SS-1S Shinale metal wood.odf Created by Independent Third Party: Yes 13192.4 I HardieShingle Panel fiber -cement notched shingle panels (straight edge, 1 staggered edge, half round edge) i Limits of Use I Installation Instructions Approved for use in HVHZ: No EL13192 R4 It ER RIO-2SS5.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 It ER RIO-2557-15 Plank Shinale CMU.odf Impact Resistant: N/A I FL13192 R4 II Install HardieShingle Sidina.odf Design Pressure: N/A I Verified By: Intertek Testing Services NA Ltd. i Other. Created by Independent Third Party: No Evaluation Reports FLL3192 R4 AE ER RIO-255S-LS Shinale metal wood.odf FL13192 R4 AE ER RIO-2SS7-15 Plank Shinale CMU.odf i Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use i Installation Instructions Approved for use In HVHZ: Yes EL131.92 R4 II ER RIO-2553-15 Plank metal wood.odf httpsYA~.OoridaWiding.org(prlpr ppp od.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf?RrxWwZsbgAO/.3d%3d 2/3 2(15/2017 Florida Building Code Online 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- 0122.04. FL13192 R4 It ER Rf0-25S7-15 Plank Shingle CMU.odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 II Install Prevail Lao Sidino.odf FL131.92 R4 II NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13t92 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf i FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA t5-0122.04.odf Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road. Tallahassee FL 323" Phone: 850-487.1824 The State of Florida IS an AA/EEO employer. Coovrfoht 2007.2013 State of Florida.:: PrlyatV 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-recoros request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. H 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 4SS, F.S. must provide the Oepartment 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 ass, F.S., please dick here . Product Approval Accepts: mot M Credit Card Safe httpsJA,vww.floridabLdldirig.org/pr/pr_app dtl.aspx. ram=wGEVXOwtDgtsk%2bGnUu47ogxmaHRnHI1D4CXwhKRgKDf7RrxWwZsbgA%3d°/*3d 313 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. 19 HardiePlank ti >R Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 M INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS') PRODUCTS Visit —mmi orneshardie cnm for the most recent version. 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 HZ1O® 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 STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS OUIDOORS INDOORSStoreflatandkeepdryandcoveredprior to installation. Installing siding wet or 1 • Puslhol cutting s(3Lan so riat :v¢:d will obw d%st aray from uset 1. Cut only using score and snap, w shears (manual, electric or pneumaticl. saturated may result in shrinkage at bun ard ollmrs in vwrkirg area. 2. Posttfon curing station in well -ventilated area joints. Carry planks on edge Protect 2. Use ore of 3'e tditov: tg methec6- a. Mt: t. Score are snap edges and cornets from breakage. James a. Sheds (manta. eearc a preumaoq NEbER use a paver saw indoors Hardie is not responsible for damage b. B-aer: I. D st rzchcazj craAar Sav: erlu eil vrig% a NEvER use a circular sa%v Made that roes rot terry the H,a rdeRade saw Made hatkrrarlt caused by improper storage and handling N•IMieBktde' savv blade olio °A vaa.um tdradan NEVER dry sweeo — use wet suppression or HEPA vacuum of the product. c. C•aod I. Dust reducirg circular saw vm'h a HarrhelSlarle saw Made Orly use for lov to moderate aTufq) hnporm Note: For maamum protwion 4.vm respaah a dst ptodi ctien), Janos Hardie rerorarroi is afvays using'Elev'deiel cuing methods %vtnere feasitk NOSH-apWiied respirators can Ice used n oonp um wJ anave cidtng pricnoes ro fur'Jrer reduce dust etipoatres. Additional airposiva nllxmaifon is avadab!u 4 at •rr%vw.jarrelvdie.eon to hep you determine the rrost appcpnate m rg method for you ,ob repiriemmm. If concern still ettists about aVa ure "gels or you do rot comply "M ?na above pracfces. you SYodd at*2* consult a %miied :rat:stnai hWertst a carima James Hartle br furdner Ww aton. min-, GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.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 M,vw. iamehardie ram 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 infiltration. James Hardie does manufacture HardieWrapd 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 - typically a minimum of 6" in the first 10'. Figure 1 Doubledtitan Single all Do not use HardiePlank lap siding in fascia or trim applications. Do not install James Hardie products, such that they may remain in contact with standing water viater-resiswe oarner 24" O.C. rn let - in aacing HardiePlank lap siding may be installed on flat vertical wall applications only*loseo oor v. ar For larger projects, including commercial and multi -family projects, where the span of the ammg 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 www.JamesHardie.com. 00 NOT use stain, oiValkyd base paint. or powder coating on James Hardie" Products. INSTALLATION: JOINTTREATMENT Nail tine (it nail One or more of the following joint treatment options Figure 2 tine , s not are required by code (as referenced 2009 !RC Shia present place R703. 3.2) Mill listener A. Joint flashing (James Hardie recommend bee: een 3/a• 9 '" & 1' Iron top 8 Caulking' (Caulking is not recommended less" or planki , for ColorPlus for aesthetic reasons as the t%a a oiardi Caulking and Colorlalus will weather differently. For the same reason. if tn``t O0 ° wal esistsure do not caulk nail heads on ° , .°. MardieZone" ° o o a lastac%at ColorPlus products.) HardiePlank siding C. ' H" jointer cover o° o ° ° Install a I 1 /•n' starter srnn to install obliks in • o efsure a consistent alanx mgls mcdeiate cailais it aun joints leave aopropd Imgao "cith- een ptanKs and trim. than o dk."' Note: field painting over caulking may produce a sheen difference when compared to the field painted PnmePlus. 'Refer to Caulking section In these instructions. For additional information on Hardiewrap' weather Banner, consult James Hardie at 1.866-Mardie or vNimhardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hanle' ora,ucts canlin rasoiraote aystalfne ica. vAucn is;wan anto ore State of .^,alitonda to cause cancel am is considered <n IARC and NOSH to oe d cause of cancer hat% some oailoctitinal sauces. 8teadring atcceare artmitnls of respirable silica dust can also cause a uisaMing and uctendalry tatal lung rise -,se callea silicam and has teen linked oath other diseases. Some studies suggest smoking 1 °%close mese ttsta. (wring installation or harriit%g: n I viork in outdoor areas vAth ample ventilation,121 use fitter cearent ;hears tar atttnri x, where trot feasible• roe a Hardieelade' saw apse lira dust-ret9cing dreular sae adacheb to a HEPA vaautm: (3) vvarrn otheis in die immerdate area: tor) r.2ar a orooerly-fitteo. f M-apotoveri (ho rrtask a respirator le.g. H-95) in accoroance viiih apolicaole gavemir ant requartiora orm nnrdacturer irshrclions to frmher first tespuaote mica exposwes. Owing dean-uo. use HEPA •ac ums a let Beano nanoas - iw4er tiny svrtep. For tamer information. refer to are installation inslruallons am Matedal Safety Data Sheet availahle at •.w.w.imnesnarde.com at by ^alirg I-PX0.9HAFCIE (1 •SCO.8a2-T i-3% FAILURE TO ADHERE TO OUR wMPWIGS. 6ISDS. AND WTALLARON INSTRUCICNS f,1A/ L'c:A 1`0 SERIOUS PERSDNAL INJURY OR DEATH. _< HSI MSI-P1/d 6113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Y t1s reqZ-flashing ulred hylRCcode a min 4 x 4" r Min.1h" Do not caulk in. 1"-2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Z-FI hing Mi i -2" S- mlr 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 comets 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 0.221" HO x 2" long) 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" 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" HO x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. 0S8 minimum 7116" 11ga. 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). 2-Max Figure 15 FF--:flineV'hlerResism 1 114- mmearlier Gverlep FACE NAILING Nails - Wood Framing 6d (0.113shank x 0.267" HO x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0. 323' HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HO x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221" HO x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing 24" I O ma'. 1 114- mm Overlap 1 l o J_ l 1 1 1 warer. resisllve banner 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 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and wren considering aliernatitie fastening options refer to James Hardie's Technical Bulletin USTB 17 • Fastening rips for HardiePlank9 Lap Siding HStttt9- P2/4 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion reslstaril. galvanized. or stainless steel. Elecuo-galvanized are acceptaole 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 Hardiea products near the ocean. large bodies of water, or in very nun, id climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer PNEUMATIC FASTENING James Hardie procucls 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 flusn mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If selling the nail depth proves difficult. choose a setting that under drives the nail. Qnve under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing) materials or omer phyS(Cal barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach countersunk, Tabs to preservative -treated good shall be' of hot dipped fill &add nailEzinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304 9.5 Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not Oe 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). (fig. A ) Do not over -drive nail heads cr drive nails at an angle. If 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). 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. PAINTING IDO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie-" Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not oaint 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 when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus` Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up. replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factor/ cut edges using (he ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third oarty 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 Warrant/. PAINTING JAMES HARDIE3 SIDING AND TRIM PRODUCTS WITH COLORPLUS'' 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 mifdew Reprimtng is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturerswritten instructions regarding coverage. application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS1IIl9• Py4 603 COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH SD 5 IA 6 114 7 ir4 7 IQ 8 81r4 9 114 9 V2 12 I SO = t00 sq ftl exposure) 4 5 3 5 IA 6 14 7 8 8114 103,14 1 25 20 17 16 15 14 13 13 9 2 so 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 IC0 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 2C0 160 133 128 119 114 1CO 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 1t 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 4CO 320 267 256 237 229 2CO 200 149 17 425 340 283 272 252 243 213 213 158 18 4r o 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 5C0 400 333 320 296 286 250 250 186 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 or under ordering of product. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290. HabePlank19lap sing is recognized as a suitable alternate to that specified in: the 2006.2009.42012 International Residenual Code for one - and Two -Family Dwellings, and the 2006. 2009, 3 2012 International Stddkg Code.. HardePlank lap s(dirV is also recognized rot apoicadoo in the following. C1y of Los Angeles Research Report No. 24862. State of Florida fisting FI_ 889. Dade Cauny, flodda NOA No. 02-0729.02. U.S. Dept of HUD Matenak Release 1263c. Texas Department of insurance Procun Evaluation E=. City of New York MEA 223.934. and California OSA PA-019. These documents should also be consulted for additional information canceming the sudattLty of 0is product for specific applications. tots James Hardre 9t8dirg Products, ( reg AN ngnu reserved. Additional Installation Information, " n. r,4, SM, and ®Denote trademarks orregistered trademarks ofJarnesHardleTechnWMLinnted.2isaregistereooademark warranties, and Warnings are available atJameSHardieofJamesHardleTeona"y Limited www.jameshardie.com Par*lfast is a registered trademadt of ET3F Fastenkg Systems. Inc HS 11119-P414 6113 2/15/2017 Florida Building Code Online of SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FSC Staff SC1S Site Map Links Search crid1a Product Approval USER: Public Userd-opr(ib, Product aaoroval Menu > lmclar, or eoulicat,an Sean:.', > Aeollcatton UV > Application Detail FL # FL1326S-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 pingstteng.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 Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida licensed Professional Engineer or Architect FL13265 R2 Eouiv ASTM C1186 Eguivalencv Sioned.odf httpsJ/www.fladdabLildng.org/pr/pr ppp od.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgknegYuS(Yo2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2(15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL # 13265.1 Model, Number or Name HardieSoffit Panels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other. For use in HVHZ install in accordance with NOA IS- i0122.04. Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions R-13265 R2 II ER WO-2554-15 Soffit wood metal.odf FL13265 R2 II Install HardieSoffit Panel.odf FL13265 R2 If NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal.odf FL13265 R2 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes flack :rent Contact Us :: 2601 Glair Stone Road, Tallahassee FL 32399 Phone: SS0.487-1824 The State of Florida is an WEED employer. Coovnaht 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 mad. U you have any questions, please contact 850.487.139S. 'pursuant to Seaton 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 4SS, F.S., please dick bete . Product Approval Accepts: M ® arael 12 Credit Card Sate hopslAvww.floridabuilcfing.org/prlpr app dtl.aspx?param=wGEVXOwtOgvRk6bsvZ66FOMz7xGPgkrle9YuS a2bAvrIW7KTav2gCcCpg9ro3d%3d i i 212 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. t HardieShing le®" >&. Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS A PRODUCTS 1lrsit m- i.tanmesnardie cram for the most recent version. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HAROIEZONE' INSTRUCTIONS. TO DETERMINE WHICH HAROIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: L CUTTING INSTRUCTIONS Store Rat and keep dry and covered prior OUTOOOr1,S INDOORS to installation. Installing siding wet or 1. Positbrt amr:g siamn so hat :wid vat Itas 0.0 wiay tom user 1. Cut any usirg shears (manual, electric or pneumax. i. saturated may result in shrinkage at bun and othets in :forking area 2. Position cutting station in well-vendlated area joints. Carry planks on edge. Protect 2 Use are of l:e WIovMg mefrcds edges and comers from breakage. James a. Past: i. Shears (manual. elemic or pneumacq b. Benar: i Dust P A;crn1 circular saw equippedwith. a - NEWR use a power saw indoors Hardie is not responsible for damage HarNe6lade' saw blade arb HEPA vocutim amaeion NV/ER rase a ocular saw bWe dhat does not carry the HardeBlade saw blade UxVr.ark caused by improper storage and handling c. Good: i. Gust tartmig dreLW say wilt a HardeBhOz smv hia(J NEVER dry sweep - Use wet suppmsston a HEPA Vacuum of me product. (arty use fo'ow to moderaie arerp I m por:am Nbte'. For mat im rri protecocn Lowest epsprot* dust production), James HN0 recommends always usng'Bes -1" aaaxd methods :there feasble. NIOSH• approred fesaratas can be used m corWx6on:vith above cutting prances a further reduce dust exposures. Additd exposure information s available at wtvty prreJwft.eom to help you rlemanine ]'a most appropriate oAq methad to yo r;ob recliuemens. Y concern still exss about exposure le%tls or you do rot rompy tit the abae practces. you should akrays constdt a gAhed irdusufal hygienist or comac—Limes Hardie for k mer fntomiaton. mxve GENERAL REQUIREMENTS: HardieShingle• siding can to installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at radio. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and function flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. 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 figs. 1,2,3.4,5,6 &7 must be followed. Adjacent finished grade must slope away 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. 00 NOT use stain, of/alkyd base paint• or powder coating on James Hardie-" Products. CLEARANCES Install siding and trim products in Maintain a minimurn V - 2" Maintain a minimum 1" - 2" At the juncture of the roof and vertical compliance with local building code clearance between James clearance between James Hardie surfaces, flashing and counterflashing shall be requirements for clearance between Hardie" products and paths, products and decking material. installed per the rooting manufacturer's the bottom edge of the siding and steps and driveways. instructions. Provide a minimum I" - 2" the adjacent finished grade. Figure 3 clearance between the roofing and the bottom Figure 1 siding 1-4 concrete foundation i 6mint i starter course Figure 2 water s ding resmtdve barrier deckmaterial l 1--2' mm t foist Hashing ledger tames Hardie at I edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST Lines Hardee' products contain respirable .rjstaurne silica %*ch is imntam to the State of California to cause cancer am is considerea c/ MC ana MOSH to be a cause of saner hem some ocapatlata sources. Breathing excessive amounts of respirable sirica dust can also ::uae 3 oisaaling ana potentialy fatal Lung dsease called silicosis. and has been linked with other rpseaws. Some skaes suggest sinaking may increase these risks. Offing installation of hanaling: (I )•r ak In outacor areas with ample ventilation: (2i use ht8 cement shears for cutting at. where not feasible, use a RudeEtankt` saw glade aro thusi- reditcfng dncutar saw attached to a HEPA vacuum: (31 rram otheis in the immeaute area: (4)wear a prooehpfibea. N IOSH-3oomied dust mask or reAtralor (e.g. N•951 in aaoraance with aop6cable gwe: mein reguiatoris ano rmtantnacturer tnsauctions to hinher "it resatfarlle silica e>wauem tAaing dean-uo, use HEPA vacuums a wet cleanup meftforis - revar dr/ sw:eep. For Itmhet ntonriatbn, refer to aw inslalladan inSbtittiats aryl 0.laterial SafetyData Sheet available at :nwv iameshari* com or oy cadaaa 1300.9111AOIE it-600.9,12.73431. FAILURE TO AONERE TO CUR WARNINGS. RIMS. ANO INSTALLATION INSTRUCTIONS MAY LEAC t0 SERIOUS PERSONAL MAY OR OEITII. •t.urb HSII121 PI/ 5 6113 Maintain a 114" clearance between the bottom of James Hardie'• products and horizontal flashing. Do not caulk gap. Figure 5 aidu1g bD nurRGl 1/4jgap Ca a_ lla~semg Maintain a minimum 1" gap bepneen gutter and caps and siding & trim. Figure 6 gutter and end cap fascia I Figure 7 A 16 KICKOUT FLASHING Because of the volume of water that can pour dcrjn a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where 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. Figure 7, Kickout Flashing To prevent rater from f vJ dumping behind the siding and the end of the roof intersection, 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 100" • 110" to maximize water deffection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum I" trine thickness is needed as Panels stack at a depth of roughly 15/16" for the 1" Penetrations such as hose bibs and holes 1 94" or reveal. It additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 80) larger such as dryer vents should have a block of trim around point of penetration. Figure 8A Figure 88 Figure 8C Figure 8D t 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" if you are off a roof line or Ys" if you are starting above a band board 4) Set the bottom of your 1 y'• starter strip at that line 5) Place your 8 '/+" Starter Course -bottom IeJel with the bottom of the starter strip 6) Set your first row of Shingle . starting the first piece at the vertical fine left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately y" above Key ways 5 per full panel Center Nail can be either one of the keyways. Stay by keyway to avoid shiners) (EX I) Blue Dots show nail placement 8) Measure up 7" with straight and 6" with Staggered edge and snap a caulk lisle to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (E)(2) 12) Edges Gable butting into trim leave a 1 /8" Gap (for house movement and Caulking) 13) Make sure to sure siding nails an the small pieces on the edges (Do not use a trim nail to install!) feq Cowl M J,& Figure 10 ." Figure 11 Figure9 swa 041, trite luetwu• i%Y'daZ t TwoMikesueton1Ce1jh1071:Jk fire kd .4n u?!IM 9rf ap UJre snit IT:lotu C Urar4a 311oal We 15W (tam ttattortt tenter (a nk O T4 f.fp ; . Nola M:170nal rim rt uattet Mu 1 , I I 1 , 1III I I Figure 12 Figure 13 Figure 14 Ulea""1Q f:rfil 7nng4! tXc, m $ er4r4 nv txgrs a plec". clkle net xsan, lat'elt crsk:L•., EeMM rraa Imo to'.1 In =rsita M srw 1A Wr r ;nio stye rue r ew) G it %/ ke apevo Soma my ww ttteo%v rwp:s A setatd tav m Ju:ap :mn Nily •tl u+l:tje3 ngre .:r.11k 6fe r N! I II III I I t I ............ Panels can also be installed direct to stud up to 24.0C. Note: Snapped chalk lines nelp guide installation. when installing straightedge panels or Irdividu3i shingles use a siralght edge on bosom edges if uniform straight edge Is desred. HS11121 PZ'5 &13 HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HO x 1 1 /2" long ringshank nails are used for fastening Steps 1. 4 HardieShingle"' Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle* Staggered Edge Panel Installation Install HardieShinglet panels with joints butted in moderate contact. Due to Is r!6 overlapping of the joints. caulk is not required except where panels abut trim panels boards. (figs 15 & 17). Endue keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip. then install a 8-1/4" wide HardiePlank' lap siding ------ starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut and into Vim 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. M/ 10. 118' min 16" or 24- Tnm gap for o c _. water -resistive caulk I barrier tI II sheathing I 11 II 1 I 11 II 11 1 I00NOTNAILTHROUGH6.. THIS AREA j 1 1 F 3/8" 3) Secure panel, leaving 1/8" 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 one 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 3/8•• from panel edges. This is to preventpattern repetition. Repeat step 3. Steps 5 & 6 1/8• min. gap for caulk 5) Start the third course. by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. tnm fast panel 8 1/4- 1y,- to hit center of HardiePlank' starter furthest stud lap siding strip 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. them course L----- Note: For aesthetic purposes you may trim `— second 6• the bottom of the panel to create a straight course + I 1 edge. If doing so, ensure all cuts ends are first properly sealed and painted (fig 14) _- course Figure 16 114' gap. Do not caulk. . • • . ' • . • . ' . band board ' HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE Panels for sidevvall applications are available in 48" lengths. Pieces needed for one square (100sq.fL) of product coverage = approximately 50, based on a maximum 6" exposure from he top edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLEO STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE 8leos 1 •4 Figure 16 steps 5 & 6 Trim 1/8' min. 16" or 24'y water -resistive 1!8" mm. gap for O.C. I barrier gap for 1 I sheahing V I 11 11 1 I 00 NOT NAIL THROUGH 1 7" 1 I THIS AREA I + P a I I I I rZ. 1 I is it 15-1/4 panel! A_ second trim first panel 8Al 1 `Y." 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 7/16" hick APA rated sheathing. position nails on nail line spaced a maximum of 13 3/4' o c. Allow Mr from panel edges HARDIESHINGLEO STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (1 OOsq.ft.) of product coverage = approximately 43. based on maximum 7" exposure HS11121 PJ/S 6/13 HAROIESHINGLE'INDIVIDUAL SHINGLE INSTALLATION HardieShingle,' Individual Shingles must be installed with the vridest part of the shingle placed downwards and directly to mitlimum 7/16" thick Figure 18 Trim 1/8' min. 16" or 24" water -resistive sheathing. gap far r o•c• barrierFastenerRequirementscaulkI 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle" Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels -Tabouttrimboards. Space shingles a maximum 1/4" apart and leave a 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" wide HardlePlank•' sningle siding starter course. _ _ 1_ _ 2) Install first shingle from the end abutting trim. Install widest part of shingle placed downwards. (fig. 18. 3) Secure shingle, leaving a 118" gap for caulk at trim and continue the course along the wall. 4) Start 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 up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE" INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft) 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 HARDI ES HIN GLE" HALF- 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 Figure 19 15-va•• shingle t x7' ma. x. exposun A-- Figure 20 trim board overlapping of the joints, caulk Is not required except where panels abuft 1/8 gap 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 HardiePlankt lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as 15 1/4" needed. Butt the cut and into trim as shown (figs 20). When installing shingles over a band board or any horizontal surface, leave 1/4" 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. d) 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 steo 3. 5) Stan the third course, by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue uo the wall repeating steps 2 through 6 until desired height is reached. poston nails on nail line a minimum 3/8' from edge Install with the widest part of the shingle placed downwards position nails into framing through previous courses. Only when application is to minimum 7/16" Nick APA rated sheathing, position nails spaced a maximum 13 3/4' o.c HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow I'll' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces Win 7" exposure. sheathing It HardiePlank` starter lap siding strip space shingles max 1/4' apart eave a min. lap f 1.1/2' between ants in succesive nurse water-reslstive bamer' 1 1/4" starter strip 8-1/4" HardiePlank' lap siding HS11121 P4/5 6113 y >o. CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. Figure: C. Laced outside corner. 0. Laced Inside corner. minimum (1 ") thick trim -Fn 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 windows 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 off the spacing above the break. GENERAL FASTENING REQUIREMENTS A 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). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, rill 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. T% M /q, (a . countersunk, fill & add nail snug flush 00 NOT 00 NOT Figure A Figure B under drive nails staple Bill NINE 1 11 1 0ML 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 flush 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 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 manufactuers 00 NOT allow tooling. PRIMING & PAINTING 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. James Hardie' products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus' product versions of HardieShingle' Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint 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 ColorPlue 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 ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' 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-9 SIDING AND TRIM PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James HardieO 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 RECOCAMN: In accordance with ICC-ES Evaluatkin Reps E5R-2290, HardieShi gle lap sidling is recug ized as a writable alternate M that specified in: It 2006,2009.82012 international Rasidan0ai Code for One- and Two-FamGy Owetirlgs, and the 2006. 2009. & 2012Intonational 8wldmg Code.. HanEeSterlgle lap siding is also recognized for application in the fotaaft City of Los Angeles Research Report No. 24862. State of Florida listing FLK11889, Oade County. Florida NOA No 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluatial EC-23, CM of New York MEA 223.93-M, and Cafilamia USA PA-019. These Wcurr t shadd also be consutted for addrional information ro coming the suitadlity of this pnodct for specific appliadans O 2013 James Hardie Building Products. Inc. All rights reserved. Please visit www.jameshardie.com (or Additional TM, SM. and ® denote trademarks or registered trademarks of Product Information and Availability, JamesHa rite James Hardie Technology Limited. is a registered Installation Information, Warnings, and Warranties M1trademarkofJamesHardieTechnologylimited. HS11121 PS/5 6/13 H Q 2115/2017 Florida Building Code Online 3Pi:.. Via_ tY .vim• t„z c{-+ n ta 1, J!olE,.uba44N!! OIl ROIYISJiiIC: canaCio sa bd,p r . Prod USER. r.^ w.v Aoorovat Menu > licanan Spar^.n > Anompt nr ust > Application Oatail uct Approval Public User FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email S001 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 FL12194 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 hops: I/www.tloridabuilding.org/prlpr app dU.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMisXSGEO%2f1CXzYpyxA o3d%3d 1/2 2JW2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/27/201S 08/28/2015 09/04/201S 10/16/2015 Summary of Products i FL # Model, Number or Name Description i 12194.1 Alumunum Coils Aluminum Soffit I Aluminum soffit panels units of use Installation Instructions i Approved for use in HVHZ: No FL12194 R3 it ALC15001 Evaluation Report 2014 FBC 04 T4 ' Approved for use outside HVHZ: Yes I Soffits.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 I Created by Independent Third Party: Yes i Other. See Evaluation Report for limits of use. ; Evaluation Reports 12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 So fits f Created by Independent Third Party: Yes Ek Nntr Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-4874824 Me State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida lawco emailaddressesarePublicrecords. 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 8S0.487.1195. •Pursuant s f ection they 455.27S(1), Florida Statutes, effective October 1, 20t2, 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 please dick s which can be made able to the public To determine If you are a licensee under Chapter Product Approval Accepts: ERE Credit Card Safe httpsJ/ www.floridabuilding.org/pr/pr app dtl aspx?pwam=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsXSGE0a/*2flCXZYpyxA%3d°/*W 1 TRINITY,1 ERD I 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 A13360.02.09-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 51h 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. 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 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: ttttttrrr„ Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 s/>, I.... t The facslmgo sealappeating was euthorlsed try Robert nileminen, P.E. on %/23/2o1S. This does not sere as an eleevonkapr caned document. signed, sealed lurdcopies here been transmitted to the Product Approval Adminhtrator and to the named tgent. CERTIFICATION OF INOEPENOENCE: 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 Nleminen, 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)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. I TRINITY j 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 Pro a Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: Entity Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST1577) Wind Resistance CTtA 2076W 10/04/2011 PRI (TST5878) Net Free ventilation Area ACIX-002.02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 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 in2/ft for the 16-inch 'center vent' configuration, 12.5 in2/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. S. 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 HVH2 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 "MOP" = 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 MOP 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. S.4.3 Use of Appendix 2 is limited to enclosed buildings (GCPi _ ± 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 (Kn = 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 AH1 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 61G20-3. Exterior Research and Design, U.C. Cerdjwate of Authorization #9503 Evaluation Report A13360.02.09-R2 FL12194-RZ Revision 2: 06/21/201S Page 2 of 3 TRINITY 1 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. H. 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 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. CerN/kate of Authodtation NZ03 Evaluation Report A13360.02.09-R2 FL12194-R2 Revision 2: 06/23/201S Page 3 of 3 18' BLANK 3 / 8 PROFILE 0 7401r 0 238" F' CHANNEL (3/8') ALUMINUM 0.0165" nominal thickness Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 25 TYP. 0.125 TYP. TTRINITYIERD 2 625 REF. 50 TYP. OIDDDDD DDODD DODD00go, ODOOD vo DOOODO D0000 WIDE IDIMR nenrRN rFUTA -,CAI rl LOWERS FORMED IN SAME DIREVIDN AS RIBS) Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 12- NU VENT j6 ttMfx fju TTSRINITY I ERD Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A13360.02.09-R2 for F112194•R2 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE-59166 Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 T\ TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. inch) Wall Side Eave Side MOP (psf) Page A-1 1 & 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 J-Channel (stapled to wood and screwed to soffit) Fascca Cap 48.0 / -64.2 6.7 B-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 J-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 AHJ. 2. "MOP" = 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 MOP 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 FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GCO=10.18), 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 10% 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. e 7'\ V 7. 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. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A33360.02.09-R2 for F112194-R2 Certificate of Authorization a9S03 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 r I TRINITY ERD TABLE A-1: 124nch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia CapMax Max. Max. Max. System Span MOP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing pso One (1) min. One (1) min. IY.•inch 3/8-Inch head One (1) min. long x 0.072-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. 1.2S-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min. One (1) min. l'/.-inch Concrete 0.097•inch One (1) min, long x 0.072•inch 2. 12 or CMU meter T-T-naildiametermeter 24" o.c. Wood 3/8 x 3/84nch 16" o.c. diameter x min. 36" o.c. block or crown staple 3/16-inch head 40.0 min. S/8-inch diameter trim nail embedment Min. 3/3" haad dia. nail with min. it<" angagamant(Eor wood wjb3tracal or min. 0.099" dla. T-nail or stub nail with mir.. Sig" angagemenc(2or concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Conc - or Block M 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, I.I.C. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for F112194-112 Certificate of Authorization #9503 Revision 2: 06/23/201S Prepared by: RobertNieminen, PE-59166 Appendix 2, Page 2 of 14 TRINITY i' ERD Table A -la: System No.1 & 2 - Exposure B Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1S0 160 170 0<h<30 4 OK OK OK OK OK OK OK 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 NO NO S OK OK OK OK NO NO NO SO<h<60 4 OK OK OK OK OK NO NO S OK OK OK NO NO NO NO Table A-1b: System No. i & 2 - Exposure C Eave Height (tt) Pressure cone Basic Wind Speed (mph) 110 120 130 140 1S0 0<h<15 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-1c: System No.1 & 2 - Exposure D Eave Height (k) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 O<h<15 4 OK OK OK OK S 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<SO 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 Oesign, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for f112194-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: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max. System No. Span inch) Max. Substrate Fastener Spacing Substrate Three (3) min. x Y.-inch 3. 12 Wood crown staples 24" O.C. Wood in a diamond pattern V TRINITY : ERD Eave Side Soffit Fascia Cap MOPMax. Max. Fastener Spacing Fastener Spacing psf) One (1) min. I% - One (1) min. Y. x inch long x 0.072- 48.0 Y.-Inch crown 8" o.c. Inch diameter x 48" O.C. 64.2 staple min. Y.-Inch head diameter trim nail L SOFFIT STAPLE OPEN RAFTER I El pIAMONO PATTERN p AI3/4" X t/4" STAPLES tt -" OLO IJCROWNsuatx USMC A OI_ONO PATTERN I FACIA BOARD i t'-7•I J FASCIA CAP 3/4" x 1/4" CROWN4mwL FACIA BOARD 1STAPLE -8" ON CENTER Pt-31C TROT NAIL FASCIA CAP F- CNANNEL CAN BE PANTED SS. 48" INSTALLED WITH THE O.C. 3/4" X 1/4" NAILING FLANGE UP OR CROWN STAPLE DOWN 50m_max. 12-inch Span SOFFI WO OD SOFFIT &FASCIA DETAIL Table A-2a: System No. 3 Exposure B Pressure ZoneEaveHeight (ft) 110 4 5 OK 0<h<30 OK q 5 OK 30 < h 140 OK 40 < h 150 4 5 OK OK 50 < h < 60 4 OK 5 OK Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO OK OK OK OK OK OK OK OK NO OK OK OK OK OK OK NO NO NO Evaivation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity) ERD Revision 2: 06/23/2015 Certificate of Authorization 119503 Appendix 2, Page 4 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY i ERD Table A-2b: System No. 3 - Exposure G Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO IS < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20<h130 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-2c: System No. 3 - Exposure 0 Eave Height (it) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 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 150 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 Trinityl ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 5 of 14 1 ERDTRINITY ! TABLE A-3: 12-inch Span, 1-Channel (stapled to wood and screwed to soffit) Fascia Cap Wall Side Eave Side 1-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 min. 1Y.- Three (3) min. N8 x One (1) inch long xto min. Y. x Y.- X-inch min. % x 0.072-inch 48.0 4. 12 Wood Inch crow n 24" o.c. long xlong 16" o.c. Wood X-inch 8" o.c. diameter x min. 48" o.c. staples in inch crown X-inch head 2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN Ilex 1 mil —CHANNEL 1-3/4- TRIM NAII screwed to aortic PAINTED S.S. 48- with one(1) Me x i/2- x 3/e- head O.C. diameter screw. It, o.c. FFR—max. 12-inch span WOOD OR BLOCK SUBSTRATE St ` SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD `, i L DETAI vr anran it watts , FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE -a- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. ASCU CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A-3a: System No. 4 - Exposure B Eave Height (h) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1S0 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30 < h < 40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK OK OK 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( ERG Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 89503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 6 of 14 TRINITY I ERD Table A-3b: System No. 4 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK S OK OK 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<SO 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 S 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) 110 120 130 140 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 I 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 N0. 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( ERD Evaluation Report A13360.02.09•R2 for f112194•R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE•59166 Appendix 2, Page 7 of 14 J TRINITY • ERD TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MOP Max. Max. Max. System No. Span inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. 1Y.- One (1) min. inch long x 0.072- 3/8-inch head One (1) min. 3/8 16" o.c. inch diameter x 36" o.c 25.6 S. 16 Wood diameter nail, 24' o.c. Wood x 3/8-inch crown min 3/16-Inch min.1.25-inch staple head diameter embedment trim nail Min. 3/3' head l:a. nail w:. Mir.. :.r ongsgcnonctdor w=i-uba:r+ce! or ein. o 097- d:.. T-hall or stub nail wl:.. m:n. S/!' •ngagamen:xfor con::ats or bloet• subatregal, apacmi as 1t0t"d axvo. ASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL o: 91o•:k N, FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Table B-1a: System No. S - Exposure B Eave Height (ft) Pressure Zone Bask Wind Speed (mph) 110 120 130 0<h<30 4 OK OK OK S OK OK NO 30 < h < 40 4 OK OK OK 5 OK NO NO 40<h<50 4 OK OK NO 5 OK NO NO 50 < h <60 4 OK OK NO 5 OK NO NO 02.09-R2 for FL12194-R2ortA13360EvaluationReportp. Exterior Research and Design, LLC. d/b/a Trinity I ERO EvaRevision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ; ERD TABLE B-2: 16-inch Span, f-Channel (nailed to concrete or block) & fascia Cap Wall Side Eave Side f-Channel Soffit fascia Cap System Max. Span MOP sfP ) Max. fastener Max. Fastener Max. SpacingPg No. inch) Substrate fastener Spacing Substrate Spacing One (1) min. One (1) min. 1%- 0.097-inch One (1) min. 3/8 inch long x 0.072- 6. 16 Concrete or CMU diameter T•nail 24" o.c. Wood x 3/8-inch crown 16" o.c. inch diameter x min. 3/16-inch 36" o.c. t33.3 block or stub -nail, staple head diametermin. 5/84nch embedment trim nail Min. 318" head dia. nail with min. IA" engagement (for word 3u1213crace) or min. 0.097" die. T-nail or stub nail itch min. 5/8" angagemenc(fer concrete or block substrate), spaced as notad above. . 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" 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 FL12194-112 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 9 of 14 ERDTRINITY Table 8-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0 < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < 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 < 60 4 OK OK OK OK NO S OK OK NO NO NO Table B-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK NO NO 15 < h 120 4 OK OK OK NO ' S 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 < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO S NO NO NO NO Table 6-2c System No. 6 - Exposure D . Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 0<h<15 4 OK OK 5 OK NO 15 < h < 20 4 OK OK 5 OK NO 20 < h < 30 4 OK OK 5 NO NO 30 < h < 40 4 OK NO ' 5 NO NO 40<h<50 4 OK NO S NO NO SO < h < 60 4 OK NO 5 NO NO Exterior Research and Design, LLC. d/b/a TriniryI ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 49503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 10 of 14 121 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. MOP Max. Max. Max. System No. Span inch) Substrate fastener Spacing Substrate Fastener Spacing fastener Spacing psf) One (1) min.1Y.- Three (3) min. Y. x Y-inch One (1) min. Y. x inch long x 0.072- 27.0 7. 16 wood crown staples 24' o.c. wood Y.-inch crown 8" D.C. inch diameter x 48' O.C. 36.1 in a diamond staple min. Y-inch head diameter trim nail pattern SOFFIT STAPLE OPEN RAFTER ' ; DIAMOND PATTERN I INETWEVD AI3/+' x 1/ iCROWNSTAPLESa.Rn i PARN ITFACIABOARD ---' i CAP 3/4' x 1 /a' CROWN 1-3/4" TRIM NAIL FACIA 80AR0 STAPLE V ON CENTER PMNTEO S.S. 1-3/4' TRIM NA1L FCwwNEL CAN BE PPINMO S.S. 48' -FASCIA CAP INSTALLED WITH THE O.C. }/4' X 1/ NAILING FLANGE UP OR CROWN STAPLE DOWN SOFFIT-aw:c. 16-inch span SOFFIT OTRATE SOFFIT & FASCIA QUAIL Table B-3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 ISO 160 0 < h < 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 S OK OK OK NO NO NO 40 < h < SO 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, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09-R2 for f112194-R2 Revision 2: 06/23/2015 Certificate of Authorization 89503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE-59166 vj TRINITY .ERD Table B-3b: System No. 7 - Exposure C Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0<h<15 4 OK OK OK OK S OK OK OK NO 1S < 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<h550 4 OK OK NO NO S OK NO NO NO SO < h < 60 4 OK OK NO NO 5 OK NO NO NO Table 8-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK 5 OK OK NO 1S<h<20 4 OK OK OK S OK NO NO 20<h<30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO S OK NO NO 40<h<SO 4 OK OK NO 5 NO NO NO SO<h<60 4 OK NO NO S NO NO NO Exterior Research and Oesign, LLC. d/b/a Trinity( ERD Evaluation Report A13360.02.09-R2 for FL12194-112 Certificate of Authorization #9503 Revision 2:06/Z3/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 12 of 14 I TABLE B-4: 16-inch Span, J-Channel (stapled to wood) & Fascia Cap Wall Side 1-Channel Max. Fastener Max. Spacing System No. Span inch) Substrate Substrate Three (3) min. Y. x Y.-inch 8. 16 Wood crown staples 24' o.c. Wood in a diamond pattern 3/4- x 1/4- CROWN STAPLE -24- ON CENTER USINC A OIAMONO PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER TRINITY ; ERD Eave Side MOP Soffit Fascia Cap Max. Fastener Fastener Spacing psf) One (1) min. 1Y.- One (1) min. Y. x inch long x 0.072- 23.e Inch crown 8" o.c. Inch diameter x 48' o.c. 31.4 staple min. Y.-Inch head diameter trim nail I SOFFIT STAPLE 1 ; DIAMOND PATTERN I ; DETAILI FACIA BOARD ` FASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAIJ STAPLE 'a' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. 48' O.C. SOFFR-max. 16-inch spar. 1-3/4- TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL Table B-4a: System No. 8 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 120 130 140 iso 0<h130 4 OKOK OK OK 5 EOK OK OK NO NO 30 < h 140 4 OK OK OK NO 5 OK OK OK NO NO 4 OK OK OK OK NO 40 < h < 50 5 OK OK NO NO NO 50 < h < 60 4 OK OK OK NO NO 5 OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 13 of 14 l0 TRINITY . ERD Table 84b: System No. 8 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK S OK OK NO 4 OK OK OK 15 < h < 20 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 SO < h < 60 4 OK NO NO 5 NO NO NO Table 8-4c: System No. 8 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 . 4 OK OK 5 OK NO0<h<15 4 OK OK 5 NO NO15<h<20 4 OK NO 5 NO NO20<h<30 4 OK NO 5 NO NO30<h540 4 OK NO S NO NO40 < h < SO 4 OK NO S NO NOSO<h<60 Evaluation Report A13360.02.09-R2 for FL12194•R2ExteriorResearchandDesign. LLC. d/b/a Trinuy)ERO Revision 2:06/23/201S Certificate of Authorization p9S03 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE-59166 I o 2/15/2017 Florida Building Code Online P afess q aFe' qu o VYf br. ;Ju r'•a 'b t!f `rliF"t''',r: >`f1'{ noE: ,4AQU b4pRi-. Otel!!6"N!'gN(Dt OiRt bpr a cw;Ikl Product ApprovalUSER: Public User P1114ua approval Menu > oracuct or application Saaa^ > Aoolir-oUon i ,et > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 070S4 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 070S4 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 UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE V' Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM 03462 2009 ASTM D71S8 2008 TAS 107 1995 Equivalence of Product Standards Certified By hUps://www.floridabuilding.orgipr/pr_app dtl.aspx?param=wGEVXQwtOquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Summary of Products ri Method 1 Option 0 08/26/2016 08/26/2016 08/30/2016 10/13/2016 i FL * i Model, Number or Name Description 10124.1 i GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use I Installation Instructions Approved for use in HVHZ: No FL10124 R19 ti 2016 08 FINAL ER GAF Asphalt I Approved for use outside HVHZ: Yes Shinples FL10124-R19.adf i 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 S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.odf Created by Independent Third Party: Yes t flack tveat Contact us:: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 11SO.487.1824 The State of Florida Is an AA/EEO employer. Coovriaht 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 850.487.139S. *Pursuant to Section 4SS.275(t), 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 are public record. If you do not wish to supply a personal address, please provide the Oepartment with an email address which Can be made available to the pudic To determine If you are a licensee underChapter r 4SS, F.S., please dick tt=. Product Approval Accepts: s - Credit Card Safe httpsJlwww. Ooridabuildng.orglprtpr app dU.aspx?param=wGEVXOw(DquracBeVCbdMONZO6Zesy3BpT6YGGOoRawtpb5sSbzrBOa/o3d%3d 2/2 1 TRINITY ERD I EVALUATION REPORT GAF 1 Campus Drive Parsippany, N1 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certf/icate o/AuthorlZation #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-R17 FL10124-R15 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 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 SO 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCAANE2983 svat.,. = v n The laulatila $a, appaadrd was aulhodtad by iabart RiemNan. t .iu,iair rr`atr' P.E to 03/31r1015. This doaa net carve a an elearonWll/ signed 40MMOOL S404C ualtd hardcopin hm been ttaramltad to the aruduct Approval Administrator and to ON aart,W dent CERTIFICATION OF INOEPENOENCE: 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. S. This Is a building code evaluation. Neither Trinity IERO 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 TPJNITY i ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance wtth 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 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8 2008 1507.2.7.1, R905.2.6.1 wind Resistance TA5 107 199S 3. REFERENCES: Entity GAF (POM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) UL ( TST 17401 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 1740) UL ( TST 17401 UL ( TST 17401 UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 17401 UL ( TST 17401 UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 2740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL( TST1740) 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 1740) UL ( TST 1740) UL( TST 1740) Exterior Research and Design, I.I.C. Certificate o/Authorization B9SO3 Examination Letter of Equivalency ASTM 03462 ASTM 03462 Wind Driven Rain ASTM 03462 ASTM 03462 TAS 107 ASTM 03462 ASTM 03161, TAS 107 ASTM 03161 ASTM D3462 ASTM 03162. TAS 107 ASTM 03161. TAS 107 ASTM 03161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM 01161 ASTM 03462 ASTM 03161 ASTM 03462 ASTM 03161 ASTM 0316L 03462 ASTM 03162. 03462 ASTM 03161, 03462 ASTM 03462 ASTM 03161, 03462 ASTM 03161 ASTM 03161 ASTM 03161 ASTM 03161, DY62 ASTM 03161, D71S8, 03462 ASTM 0316L D3462 ASTM 03161, 03462 ASTM 03161, D3462 ASTM 03161. 07154 03462 ASTM 03161, 071S8, 03462 ASTM 03161, 071S8, 03462 ASTM 03161, 071S8, 03462 ASTM 03462 ASTM 03462 ASTM 03161, 07158, D3462 ASTM 0316L 071S8, 03462 ASTM 03161, 071S8, D3462 Reference Seal. A•Rldge Impact Resistant IR GAF• OS9-02-01 GAF. 080-02-01 GAF- 407.02-01 93NK6295 99NK43835 94NK9632 OINK06632 01NK9226 OINK37122 01NK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK13850 04NK139SO 04NK30546 04NK22009 04NK22OC9 OSNK27924 OSNK27924 06CAA18077 06CA18074 06CA35251 06CA31603 06CA4109S 07NKOS229 06CA31611 06CA61148 07CA31742 ORCA06100 07CASS908 09CAlOS92 09CA06956 09NK06647 09CA27281 10CA35SS4 10CA13686 JOCA07264 J0CA119S3 IONKI19SI IONK12070 OSCA06100 Rats 01/ 13/2012 09/ O2/2004 O5/ 2S/2005 01/ 21/2013 11/ 29/1993 01/ 12/2000 03/ 29/2000 02/ 02/20CI OS/ 21/20C1 12/ 18120CI 12/ 19/2001 04/ 10/2002 09/ 09/2002 03/ 11/2003 10/ 17/2003 06/ 07/2004 06/ 23/2004 03/ 10/200S OS/ 06/2005 O5/ 09/200S 02/ 10/2006 02/ 11/2006 06/ OS/2006 C6/ 16/2006 10/ 18/2006 12/ 01/2006 12/ 27/2006 03/ 13/2007 04/ 04/2007 04/ 09/2007 11/ 08/2007 03/ 13/2009 04/ 01/2008 03/ 26/2009 OS/ 15/2C09 O8/ 01/2C09 08/ 27/2009 03/ OS/2010 OS/ IS/2010 OS/ 27/2010 10/ 29/2010 10/ 30/2010 11/ 04/2010 01/ 30/2010 Evaluation Report O1S06.OLMR37 F110124• R1S Revision 17: 03/31/201S Page 2 of S I TRINITY; ERD Entity Examination Reference Date UL(TST1740) ASTM 03161, 07158,D3462 ICCAS3934 03/31/2011 UL(TST 1740) ASTM 03161,0715%D3462 11CA48924 10/22/2011 UL(TST1740) ASTM 03161,07158,03462 11CA47919 12/03/2011 UL(TST1740) ASTM 03161, 07158, U3462 IICA48408 12/08/2011 UL(TST1740) ASTM 03161,D71S8,D3462 I1CA4872S 12/09/2011 UL, LLC. (TST 9628) ASTM 03462 IZCA34891 10/12/2012 UL, LLC. (TST 9628) ASTM 03161, D7158, 03462 12CA58151 02/15/2013 Ut,LLC. (TST 9628) ASTM 03161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM 03161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, At 11/21/2014 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/C6/201S UL, I.I.C. (QUA 962S) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2015 UL, I.I.C. (QUA 952S) Quality Control Inspection Report, R21, Shafter, CA 01/05/201S 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 02/16/201S UL, I.I.C. (QUA 962S) Quality Control inspection Report, R21, Mt. Vernon, IN 02/10/201S UL, I.I.C. (QUA 9625) QualltyControl Inspection Report, R21, Baltimore, MO 02/11/201S Ut U.C. (QUA 96251 Quality Control Inspection Report, R21, Tampa, FL 03/OS/201S UL. LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/201S UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/201S UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/201S 4. PRODUCT DESCRIPTION: 4. 1 Asphalt 4. 1.1 Marquis* WeatherMax*, Royal Sovereigns and Sentinel* are a fiberglass reinforced 3-tab asphalt roof shingles. 4. 1.2 Camelot*, Camelot* II, Country Mansion* II, Grand Canyon*, Grand Sequoia', Grand Sequoia* IR, Monaco*, Sienna*, Timberline American Harvest*, Timberline* ArmorShield'" II, Timberline* Natural Shadow*, Timberline HD*, Timberline* Cool Series, Timberline Ultra HO* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4. 1.3 Slateline* Is a fiberglass reinforced S-tab asphalt roof shingle. 4. 2 Hip & Ridge Shingles: 4. 2.1 Seal -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles and Timbertee 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. S. LIMITATIONS: S, 1 This is a building code evaluation. Neither TrinityJERO 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 HVH2. 5. 3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Wind Classification: 5. 4.1 The GAP asphalt shingles noted in Section 4.1 are Classlfied in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to A57M D3161, Class P and/or ASTM O71S8, Class H. Indicating the shingles are acceptable for us in all wind zones up to Vi4 = 150 mph (VA -194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5. 4.2 The GAP hip & ridge shingles noted in Section 4.2 are Classified In accordance with P8C Tables 1507.2.7.1 and R905. 2.6.1 to ASTM 03161, Class P, indicating the shingles are acceptable for us in all wind zones up to Vi4 = ISO mph Vv, - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report 01S06.01.08-R17 Certificate oJAuthorizarion #9503 FL10124-RSS Revision 17:03/31/201S Page 3 of S TRIM Y; ERD 5.4.3 Classification by ASTM D7158 applies to exposure category 8 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: 6.1 Underlayment: 6.1.1 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 Weather8locker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle In accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: 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 2507.2.6 or R90S.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-Rldge 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". Its* Swam m, 292m 1• 25 mm) (25 mm) Endwdetesvisi 3 1 SWSAM ir'=ii`:yy Nail Claw g 5 7 5/8' Clouor Imm) 12' 305 mm) Exterior Research and Design, I.I.C. Evaluation Report O1S06.01.08•R17 Cerd/rcate oJAutharfzation p9S03 FL10124-RIS Revision 17:03/31/2015 Page 4 of S TRINITY i ERD 1 6.4.2 Installation of rimbertex 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. It a, StAIDIU 2s nun) (:-I1 €r:duitd'dtercht td I Nab t'tc3ft'd (3o6,rco) t7Gtor 422a ter 12 f 105 Innq 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than F8C 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.2 / 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 on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01S06.01.08-R37 Certificate of AuthorizaUon R9S03 FL10124-RIS Revision 17: 03/31/2015 Page S of S t 2/15/2017 Florida Building Code Online mrawa , HIM—: r . Iartata/r ar i Ya BCIS Home Log In user Registration Hot TOPICS Submit Surcharge Slats & Facts Publications F8C staff BCIS Site Map Links Search Florida S Q.8 Product ApprovaldrUSER: Public User P•oouct Approval taenu > Noc,.r.! or Aoohcation Saa.-a+ > Aoolintion L ,st > Application Detail FL 1t FL15216-R2 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) S74-2939 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 A Evaluation Report - Hardcopy Received ! Florida Engineer or Architect Name who developed I Robert Nieminen 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 FL1S216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) I Equivalence of Product Standards Certified By I Sections from the Code 1507.2.3 1507.5.3 1 1507.8.3 1S07.9.3 httpsJ/www.floridatwiidirg.orglpr/pr app dtl aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kOGQyljaHhVeiOpVSvxwSdCOQ%3d%3d 1/2 2/15/2017 Florida Building Code Online 1507.9.5 T1S07.8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # I Model, Number or Name 15216.1 RhinoRoof 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 S for Limits of Use. Method 2 Option 8 04/28/2015 04/29/201S 05/04/2015 06/23/2015 Description Synthetic roof underlayments i Installation Instructions FL1S216 R2 If 201S 04 FINAL ER INTERWRAP RHINOROOF FL15216- s R2.odf I Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes i Evaluation Reports i FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R peatCd by Independent Third Party: Yes Sack Vert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 323" 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 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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS. 27S( t), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 4SS, 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. Ir 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 b,j]L. Product Approval Accepts: MwF.- gil riz Credit Card Safe https:// www.ftidabLdlcfing.orgtpr/pr_app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 22 TRINITY ERD 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: 04/27/2015 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 5th 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 I 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 DCA ANE1983 ssssTttt`1 nr,`,,r; rr'F,S`' ' :•• The facshnile ual appearing was authorited by Robert Mondrian, r i ri,.rr s• P.E.on Oa/27/201S. this does not serve at an eleclronlully ugned doamant. Signed, sealed ha"Icopiat have been transmitted to the Product Approval Administrator and to the 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. S. 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. 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, T3S07.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1S07.9.S on Heating 1507.2.3, 1507.5.3, 1507.9.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: fafiw Examination Reference Date ITS (TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type 1 or Type II felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 6. 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 CIMONS Underayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoR0ofU20 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. 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 0226, Type I or II or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certificate of Authorization a9S0J FLLS21642 Revision 2: 04/27/201S Page 2 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 124 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 HVH2 nails & 1.5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single laver: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 614320-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 ENO Of EVALUATION REPORT - Exterior Research and Design, I.I.C. Certificate o/Authorization #9503 Evaluation Report 140SI0.02.12-R2 FLIS216-R2 Revision 2: 04/27/201S Page 3 of 3 Y 2f15(2017 Florida Buildng Code Online BCIS Home Log In User Registration Mot Topics Submit Surcharge i Slats & Facts publications FBC Staff BCIS Site Map Links Search db a pr a Product Approval USER: Public User P-Odud Aoomval Menu > PmAt.ci ar Atrohratier Search > Adolicat°on La: > Application Detail 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 lames Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed lames 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. Urich, PE 4: Validation Checklist - Hardcopy Received Certificate of Independence FL16S68 R1 COI CertOflndeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 I 1 1 I I l t httpsJAvww.floridabUlding.orgfpr/pr app dtl.aspx?param=wGEVXQwlDgvgqu2w%2bnFgUFt14vGKu5UrT5vMEPb8ldbgiEG9GRM%2fuw%3d%3d 1/2 2/15(2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL * i Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4% 6% 8', 10' Nominal Lengths iLimits of Use Installation Instructions , Approved for use in HVHZ: No FL16568 R1 II 01 MMI-2 OffRidoeVent-ASTME330- i Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Impact Resistant: No Verified By: lames L. Buckner, P.E. @ CBUCK, Inc. P.E. Ii Design Pressure: +N/A/-75 x31242 I 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 MMI-2 OffRidoe Vent-ASTME330- i j Steel EVALREPORT.odf 1 Created by Independent Third Party: Yes i I 116568. 2 MMI-28 Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for j shingle roofs mechanically attached to Plywood Deck. 4% 6% 18', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation Instructions as a supplemental guide. i Installation Instructions FL16568 R1 I) 02 MMI-2B OffMdgeVent-TAS i tEVALREPORT.odf fied L. Buckner, P.E. @CBUCK, Inc. P.E iA' 31242 Createdby Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MMI-28 OffRidoeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8So-4117-11124 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: ACCeSsIblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rat ware your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'pursuant to Section 455. 275(t), Flonda Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, 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 4SS, F.S., please dick bILL. Product Approval Accepts: Credit Card Safe ht lAuww.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFtt4vGKu5UrTSvMEPb8ldbgiEG9GRM%2kwg/o3&/*M 2(2 CSUCK Engineering Spe c aftj Struaturdl E:nc;)Ine%=rlriq CHUCK, Inc. Certificate of Authorization u8064 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 611320-3 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., SECS 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 t.w. b.ctt. w,t I« O.m.ek wt...w I t%%IIIIII11/I/ 5 t.. 8u/rc v P . LICENSE '•. F.p No 31242 7a UJ = STATE OF Il Ill tit" owt,Ov >.eoca by ,am., t. e"k.. t. V I. 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 R1 Date: 2 / 26 / 15 CBUCK Engineerinq Page Report No.: 250f MM2-St0RV-ER_14 Speclalty Structural Engineering 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: 1S/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: - 7S PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 SpeGaWW Structural Englnee Ing CBUC14 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 Walls 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 aoolication 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 #: QUA 1824). a CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 1S-104-MM2-St0RV-ER_14 Page 4 of 7 Speclalty Struaftxal Englneerinq CBUCK, Inc. Certificate of Authorization a8064 Components/Materials by Manufacturer): Ridge Vent: Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK EngIneerinq Page Report No.. 1 -1 MM2-StORV-ER_14 ISpPclalty Structural IE -orwv rinq CBUCK, Inc. Certifrcote of Authorizotion #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) 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 Sth 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. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-4S0-18, 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) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ing Page Report No.: 6o104-MM2-StORV-ER_14CBUCKEngineer Speocs!N Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawino 5-1/2" 12" 4 1/2 in. k1/81 18-1/4" I Y 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 Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Page Report NO.: 7of MM2-StORV-ER_14CBUCKEngineering Sppcldity SrrLa=tUrdl Er1QIne2PflnQ CBUCK, Inc. Certificate of Authorization a8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. Nominal Lengths 1 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) Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange a" o. Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws d. 1 1 V152017 Florida Building Code Online r atil- SCIS Home Log in User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff BCIS Site Map Links Search r'da Product Approval Ii USER• Public User P•oduct Aooroval Menu > Pmduct or Aoolieador. Seard > Awlicsf-on ijst > Application Detail FL fl FL2197-RS 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 MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mil.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 8S1-7480 dwert@mii.com Quality Assurance Representative David Wert Address/Phone/Email 14S15 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mil.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity [CC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2017 Validated By [CC Evaluation Service, LLC. Certificate of independence FL2197 RS COI Certificate of Independence for Evaluation.odf Referenced Standard and. Year (of Standard) Standard Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https:/Mrww.IlorldabLdlding.org/pr/pr app dll.aspx?param=wGEVXOwtDgvrTEx%2bbkfH%2t"%2b%2biPE5kg9cYXWMe624rEo%3d 1!3 2115t2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL tit Method 1 Option C 06/11/2015 06/30/2015 07/OS/2015 Model, Number or Name i Description 2197.1 I M18SHS i 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 r,. — n-c.arw:.... r-,.w,. 18 ga. super high strength truss connector plate Installation Instructions FL2197 R5 It InstallationESR-1988 Aoril2011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1988.odf I I 2197.2 Mil 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 II InstallationESR-1311 Nov2011.odf 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 Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 R5 AE ESR-13tl.odf for the Florida Building Code I r 2197.3 I MT18HS l 18 ga. high strength truss connector plate of Use Installation InstructionsILimitsApprovedforuseinHVHZ: Yes FL2197 RS II InstallatlonESR-1988 Aoril20tl.odf 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 Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental EL2197 R5 AE ESR-1988.odf for the Florida Building Code 2197.4 I MT20 20 ga. truss connector plate Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 11 InstallationESR-1988 Aor02011.odf Approved for use outside HVHZ: Yes I Verified By: [CC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 RS AE ESR-1988.odf for the Florida Building Code 2197.5 I MT20HS 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. 20 ga. high strength truss connector plate Installation Instructions FL2197 R5 II InstallationESR-1311 Nov2011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports i FL2197 RS AE ESR-1311.odf 94ck v_,.1 Contact :: 2601 Blair Stone Road, Tallahassee FL 323" Phone: 850.487-i824 The State of Florida is an AA/EEO employer. Copyright 2007-2011 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. It you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address If they have one. The email$ provided may the 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 Oepartment with an email address which can be made available to the public To determine if you are a licensee under Chapter 4SS, F.S., please dick ors. Product Approval Accepts: E httpsJ/www.floridatwilding.orglprlpr app dtl.aspx?param=wGEVXOwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 213 2/15/2017 Florida Building Code Online Credit Card Safe httpsJ/www.(loridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkfH%2bN%%2biPE5kg9cYXWMe624rEo%3d 3/3 Excerpt from /CC -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. Florida Building Code Online w ram. ,....•.{.,, •- n - x 4-, •f+' • ~' iVi iii1 41 NiiNFlVitor e6re3 d'd0Y SCIS Home Log In User Registration Hot Topics Submit Surcnarge Stats & Facts publications FBC Staff SCIS site Map Links Search Flcrc a beg, Product Approval USER: Public User Product Aoomval Menu > >md..c' or 400licatlon Seep:h > AoolimUor. i st > Application Detail FL # 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/Email 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/OL/2035 APA - The Engineered Wood Association FL1644 R4 COI Certificate of lndeoendence.odf Standard ASTM 0 5456 Year 2009 Mips//www.floridabt ilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAybyWFbcyUOC%2fERNVSe)aEM%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 05/06/201S Date Validated 05/27/201S Date Pending FBC Approval Date Approved 06/02/201S Summary of Products FL # Model, Number or Name Description 1644.1 j Versa -Lam Laminated Veneer Lumber Limits of Use Installation Instructions Approved for use in HVH2: No FL1644 R4 If east install complete full si2e.Ddf Approved for use outside HVH2: Yes I Verified By: W Gary Dunn 77277 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Floor, Roof, and Wall Framing FL1644 R4 AE ESR-1040.odf i BacY. too 11 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida Is on AA/EEO employer. Cooyrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flodda law, email addresses are public records. If you do not want your a -mall 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. MS. 'Pursuant to Section 45S.27S(1), 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 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 pudic. To determine If you are a licensee under Chapter 4SS, F.S., please dick ftEL. Product Approval Accepts: Credit Card Safe httpsJ/www.floridabtildlrtg.orgtpr/pr_app dtl.aspxVaram=wGEVXOwtOgvXaHHOwAAybyWFbcyUOC%2fERNVSeXIEM%3d 212 E1"I pft- P. F... oo.vwomod P.e AS-12.0 P061.8-niD ter—_ 41 1 1 i'vii i i 4 4 t m oamony ioN qu-i sasn oNvAoiioa 3"1 Cam. t _ Ram NT_ I E44 v)%vl m. oolom"Pt. All s'Auleo — wwr $Inv L 9l,Im.,,.q,LlllvT,lP_ 2 MI a%mw ni "-m rit d.v el imi DMII wa.-96 owPalgq. A DfowJm I. wmw pwm pm -&a OAF. toos 2R wujv t .4 p md ..Ij 9 1 if 211SM17 Florida Building Code Online I. SCIS Home Log In User Registration Not ropics Submit Surcharge Stats S Facts Publications F8C Staff SCIS Site Map Links Search b a d r oqs Product Approval USER: Public user PmeuG Aoomval Menu > Pioclixt be A*Wicatinn SeArch > A]ol4OIWr• L••]t > Application detail FL tk FL158-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 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 CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2011 ACI 530 2011 Product Approval Method Method 1 Option A Date Submitted 04/29/2016 httpsl/www.floridabuilding.org(pr/Pr_app dtl.aspx?param=wGEVXQwtOquegl%2bT71%2fF192cinRzHNulcgj5pgLXkU6g%3d 1/2 AST•RET49 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS RCCASI_w/ x frcrss IHIOR a-ya1R A• PRre-1 V=EKIEL b_CKSTR(.<__rn Y=UNICL L7437" 0 BARUPS_ 8`LIN TELS STIRRUP DETAIL$ Safu ILLa 8" PRESTRESSED 7/32.0 BAR STIRRUPS TYPE "B" STIRRUP$ `a MI LS SIRR ,_QETAILS w1u Nia 1 p 11 -0" 13 _a'0.1aG 17'-a' vohvmc 0.13i' O.I Sa W%jul 647 YABAIT N TPC ICNOr SIA IRo sWNMI 0 0 •- 1 -3 1 -3 I - 7 32 DA_N N 7/37OAq 7/ 7 Ia -{ ib'-2 1 0 7'-0- 1 0 S -2' ssr 031 3 OAR 7 32 DAN 17 -2 0 -S' a_00 y'-• I O 4-2. 9 918 - 21'-1' 11'-0- 24'-0• 0.170 0,19/ 0.200 0.211 713 787 011 aa3 7 37IS AO 1'-3' 1 -3' 11 _0 1/32 OAR 21'-2- S 0 3'-8 3/4- 10 7 32 0 n 1 7/32 OAR 11-3 10 -0 1 -3' _ To-0' 7/S2 OAII 11'-To' b O 3'-10 3/4 S 0 4'-3 1/0• 10 107/32 BAR 2S'-10• 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA_TAO,,f 31CL totAc11I" UNGIN CYO' UN, 1 90 ON 10111 IYP I I.EY I 2'-b' 1'-0• 1'-1' 7 -0 3'-0- a -aa' a• 0.03f O./laO.Oa 0 OOfO 0,076 la6 40 • 219- 2/3 316 3 NEW 3 RCtlANNMAN 3 R R• 7 32 am 3'-S- N/A 59 a A R 1, 32 OAR 3 YAp SS'YAN T'RC6AT1 yNC a Ali 3 -10- T'T- Ir_ 1' 0 f'-10 8•-p N/A ANA N A N/A p• af 6 f A -a f'-0" 10 7'••6' a A a e s,s— m — Ynlla m('s' foan .1 .I.(. tons Mc •r nnrun__ Iv iilimW I/lw EOECASC_ISMICLRCIN/ORCOLO_CIGE_CARRIMON_MOM !• In uu1l ullwc nr •r smw nn 'P nnOa Ilr rl _9_ IIp• r.r lBESIBE55[Q11NIf.L •RCItlEORCINO..CAOCIAONCALOtL M000L U—UNTIL DATA TARL CYO I OS T Y I L CN li 1 Ana 0,032 124 1 RCOAY 3•-3• 3'-il i-S 1/32 #AR 7 32 OAR 7 32 OAa 7 37 OAR 3'-1- J 0 a -2' N ANA0.041 NIA 40.037P± 3'-GT* 11 a(OAa 3' A S C S 3 -0 t1 ANA A 00 0O.0a9 0.0Sa tl_ AR1 2 - 2 OAY2NOf023iNEW 270 11COAR 7-S'1 9ARO/Jt Y-1' A 0 0.0 33 1 NEW 9'-3' 13 [OA4 0 12 -0' 0,0990.104 0.110 SYR 408433 460 aCIAN is RE 9AR S R[BAR MAN 1O IT' 111-11 13'-3- aCYAR 1 0Ea 3 RCOAII 3 RCOIJI 11--0' 110- ly'-0'-O' 3, 0, 3G r0 6 9 IT 504 K9AH 131-111i 3 RCOAR IINO PROPRIETARY II11`01IIA110N IS PROVIDED fV0 YNODUCI AP AL, 11 IS I" CCILO OY COPWIIONT LAWS AMU CANNOT 0E OLPROOMO OR 015IRMIto WIIIIOVT fit POOR WRITTEN CONSCNt Or CAST-CNCTC VSA. INC-_— 0' PRCSTRm0 U-LJNT(,L 1. N[9YORCI110 STEEL. 7/12 90 ASIM AS101 /1, /f, S. YOTCI IMC TOIAL NONRER Or SINUMARS AND 9S KKN GRADE 00 ASTN A6101 7/16 VICH REQUIRED IS COUNTER SIAR1019 MOM MIT DIAMCILN 270RN LOW-40,04TION P((STRESSIMO 06 Or THERMUCIRCN) CAD[; 0011 I'MAMA( SRIARD ASTN A416. 2. co"c LIC s1EGN m I'. • 0000 9 rat r MM Or SNRSUPS s 1, tHVI THE KMCI CRN CARE M00[L SOM 7 SNSSVPS PaCsTKssto IRRCUI 1•.. 4000 psi1011 At PRECAST R MR U11103. fall LAcH CHO. 0. 24 emms DI OLYINPIKK "Kn "A S. INITIAL MIRK$$ to= s 0.10 V IIs. CV.TO. of C011CRUl' WT K YKO IN MU. p' PRESIASfCO UHILL u1N100{2M0 CAGE a. lTRVI1M0 f IW PusIKCSTO W I I It IO 2161111 t0T010 ANN NANOLOIO f0RCCS. ENS rruulNa•NI:vIs73) u• uaNlR7hlp MH11 the 1'krid 1 NWIHIS Lw10c yt ; Ilrftplms. ew 42 E qO CRAIG 6324 PARRINO 1 111 /• / CR 579 MI It1i'aP u11 Mu..l' OAS R 1 C.` $EFFNER. FL 33584SGNALLNG FL, P.E. LTC. N0.44756 AM is 1 C; ToiyA M L•V(rROr 7' .3 Imc CAST—CRETE 8" LINTEL FABRICATION DETAILS_ FIBER OPTION— io` sv CIU I IU @c HAY(: olsllll-1f ouSM R QYO q@iD P.c - f[a 10 44736 YJM: 1-01 t0 SOS( FERAL RE I• I N - LLIJJJ777 ,fL,7r,r3fY < L.., - 17..,1, w arc: 401/1{ MCK(0 fle CIO FAMA PL - Kr. la 4411f own was SMEC1 I of 7 A SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS C 6rnciT tn' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUe ers••oo me--lo en2-0e SM-in mill-ewill.-0o IF16-19 mz 6no-10 en4-01 e1`24-10 SF28-0 er2e ae eF.32--03 732-10 3'-6- (42-j PRECAST 2231 b69 3710_ 163 6601 1054 9502 lml b69 111D5 611J 7547 e9/4 i0394 t1eM 4'-0- (48-) PRECAST 1966 2561 2751 l620 4890 5"1 7034 e107 2693 4605 6113 7547 014 1039/ II6M V-6- (54-) PRECASI 1599 1969 2110 31 J75J 4576 400 024 2169 4315 6113 7547 12 102% llem 5'--4- (64-) PRECASI 1217 IOG2 1349 1663 1105 1430 1999 75M 3123 3M 4249 MO 1173 5365 16if 7547 71160 7342y_ 2349 6036 6733p m" 10171 J470 5' •10-(70-) PNLI'ASI 1451 2622 2-1» 4360 7166 lelp e32e 6'-6- (781 PRECASI 908 123E 34SD 3031 3707 43e3 5061 Ave 7411 34W 2632 5301 2205 6360 2699 1039404 3191 smv, 16d5-- 7'-6' (90' PRFCAST MJ 1011 17" 1011 17" 2661 me Sol Mlpq 2e58 647: 3b29'-4- (112-) PRECAST 554 699 1160 1625 2564 44W M 1245 1643 2w 34M 47os _ 2163 6390 _ 253610'-6-(126' PRECAST 4/5 5m 090 1247 2093 2777 643 1057 is" 2093 2MI 364! 4754cu I I'-4-(136-) PRECAST Sfi2 945 136e 1646 24M 3177 40`00 582 945 1366 1646 2423 St2) 1 C06 144-) PRECAST 13'• 4-(160-) PRECAST 337 540 973 12U 1664 2193 2605 SSS2 40 013 1254 1594 2193 zm 3552 296 4i1 755 1075 142e title 2316 2661 471 753 1015 1420 MIS 2316 28113 14'-0-(168-) PRECAST 279 424 706 1002 132E 2127 2630 442 706 1002 Im 1697 1697 2177 OR - 26310 t4'-8'(176' PRFSTRF.SSEO- N.R Rae sli 1,a OR NR_ aR 4s lei 1370 1902 7?45 2517 2717 15'-4-(1841 PRFSTRESSEO 17'-4-(208' PRESTRESSED NR. N.R. HeHe i17 710 NR NR OR He 1250 1733 NR me 2320 2513 He NR He NR Im OR 1549 Is 3M 548 950 He 1374 OR 16"- 2047 19'•-4-(2311 PRESTRESSED N.R. OR 6R No RR Het 23s 4m 750 401/ He Im He IS15 1716 21'-4-(256-) PRESIRESSED N.R. He OR He NR Me 160 349 596 e45 1114 1359 1460 77'-0(264-) PRESTRESSED H.R.WI RR _ He OR He RN NR 165 315 S50 781 1017 12tl5 IS99 21'-0-(288-) PIZESIRESSM NRMR R MR OR NR fIR eat 129 21m 450 6s4 m ion Im 1) THE NUMUERS IN PARENIIIE$15 ARE PERCLNI REDUCTIONS FOR CRAVE 40 I1FI.n ADDED REBAR. SLE CLNERAL NOIF NO. 4 ON SHEEI 3 OF 3, NOTES - SHEET 3 OF 3 SAFE LATERAL LOADS FOR A- PRFCAST A PRFSTRFSBFD Im IRrFI ti 4As,,•4p,,,o, SAFE LOAD PLf LENGTH TYPE 8U8 UFU RCMU 3'-6- (47.') PRECAST 1025 1024 1598 4'-0- (48-) PNECASI 765 763 1309 4'-G- (54-) PRECAST 597 591 1073 5'-4" (64') PRECAST 411 411 745 5'-10-(70-) PRECAST 340 339 616 6'-6• (7e7 PRECAST 507 721 490 1'-6- (907 PRECAST 424 534 363 9'-4- (112') PRF.CASI 10'-5-(1761 PRFMSI 326 512 401 230 1HO204 11'-4-(136' PRECAST 260 452 154 17'-0-(144-) PRECAST 744 402 137 IX- -4-(1601 PRECAST 217 324 110 14'- 0-(1681 PRECAST 205 293 100 I4'--8'(1761 PRESIRESSED N.R. 284 91 15'-4-(1847 PRESTRESSED N.R. 7.59 83 17'-4'(7081 PRESTRESSED N.R. 194 64 19'-4-(2321 PRFSTRF.SSEO N.R. 148 52 11'-4' (2561 PRESII%T- fD 22'-O'(264') PRESTRESSED N.R. 125 42 N.R. 116 40 24'-0-(288-)PRFSIRI;SSFn N.IT. 91 33 SEE GF.NFRAI. Nnlf NO. 10 ON SHEET 3 OF 3. v"' SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 44rm SAFE LOAD - POUNDS PER LINEAR FOOTC'C TYPE LENGTH afro -if ero-zt Is" 62-11 m 12-2r 2M er16-11 erl6-2r 3524 ar20-11 arm-tr e24-41 erz,-21 OF26-IY I mte-H i 3'-6- (42-) PRECAST 4391 52-R 6117 ism 2655 3524 4394 5763 6132 4'-0- (dli) PRECAST m 2.t05 3060 3815 4510 53S 130 2Y35 3060 sell 4570 W25 4'-6- (54' PRECAST 1207 2040 170/ S375 4043 4741 1207 2040 2A01 393 W43 4711 5'-4- (64•) PRECAST 1016 171 2276 28M 33" 961 lots 1715 2276 2835 SJ99 3961 5'-10"(707 PRECAST 901 1567 2 2593 3107 J620 911 057 2060 2593 3101 3620 V-6- (781 PRECAST e» 140 laftq 2329 279 Rsl 13S 1407 1665 23" 2790 3251 7'-6' (90 PRECAST 721 11_ i1..4 MS 242 MI 1224 1624 m25 1 242e 1 2177 9'--4- (1171 PRECAST 591 591 MR 062 IU6 1315 147411 ISISad 2157P . 1643 1961 2214 10'-6-(1261 PRECAST 510 575 916 AIM 11 I461 1736 z055530695 504 - 1100 emry 1472 1037 1763 11'-4'(136 PHL1751 u4 v74 Isu 494 601 1042 1372p 9]ti 1643 nu 1915 1369 I2'-0-(1117 PNFCJSf Oro 450 R4 410 so 910 Ib7Q 156pp lel IY-4-(1601 PRFMF 41e 428 366 460 moo/ 780 964 Ilu I/le 165 11-0-(1687 PRECAST 314 35e 560 1159 724 p 1e9 1064 410 425 717 14 1063 ISS6 r 159710 14'••8'(1161PRESTRESSED 239 3NIp sm 612 e7s 976.419 246— 3% 65.1 9e0 1516 111 1460e Is'-4•(1647 9631RESSED 12_ 230 313 368 400 616 405 627 OWN 769 _ 124 1 I'-4' (2087 T42E51RE55ED W _ 1E3 Cd 521 638 756 111 305 S06 740 I 1211hj 19'-4-(2321PRESTRLSSLO 161 229C 74B u7 Sq WI 166 203 421 623 e41 to" - 21'-4-(2561 PRESTRESSED u2 204 b/ 193 p9 Teo 56e 142 232 3/3 53% 7210905 Lq 22'-0'(2641 PRESTRESSED iii Y95 JK•46 461 Oita 54c L137 1:4 N 22J2 I l,q 356 513 . 24'-0' (2881 PRESTRESSED 319 34Y 16 pi 665 92 y 7001 2011 2340 Im, I 20'! .119 4SS 606 731 f) 111f:4 4 IJ>IMTIIESLS ARE PERCENT REDUCRONIS FOR GRADE 40 E CENLRAL NOTE NO. 4 ON SHEET 3 OF J. CE N • w /) / I•NOflllr,•1'a11\'13lit) 0 Uu1W.,V 7r^S11i1Al.Fimi, cb M TE QF / U • O; : CRAIG PARRINO Rarmlrup rwlu _g F3 ryb I'!uj• , -J r '6i 6324CR579 rh•!' . i /. RA G\?: SEFFNER. FL 33584 N1a'T1* IFI 6i17i ni,.: FL. P.E. LAC. NO.44'756 7jh1I N 141416 111tr. CAST—CRETE 811 LINTEL FABRICATION DETAILS RU IWa. O650p-11 1 cum T6 cm rum, F.I. - 166. 0. 44156 =a. of 10 sea WIT: O6/07/96 aNF m R. cm damn, pc. - Re. Re. N136 I OW1N16 P. to Slall 1 or 3 a D SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U.LINTELS Cs t-cRara SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 MG-06AIlo-6o 6YF14-w 61RIS-Go saii-ou i"i-m i"o-69 6RT6-II 10-16 OVIHIO 6Rg7-Ill mo-le Repo -le 4'-4' (52") PRECAST 1635 1749 3355 371111 6Rr16-19 4349 5421 6493 7567 1091 3699 3205 6639 6060 9479 10693 4'-6- (541 PRECAST 1494 1596 3063 TJ92 1966 4946 59N 6904— I756 J699 5206 6639 60W 9479 IU093 8" (68-) PRECAST 966 920 177o 1716 2277 2939 340i 7966 1167 2461 4567 63" 806 79A17 93111e 5'•-10"(701 PRECAST 810 859 1653 1W0 2124 2649 3174 3no 1113 2342 4242 6639 W601 7402ra 8706 6'-8` (807 PRECAST 797 I 1e25 3120 Ws 7747 9446 1360 901 1825 JI20 b01e 7915 9419 1 7'-6' (90 PRECAST 9'••8" (1167 PRECAST 669 7' 1490 2459 3716 574) 7239 5623 AS 1490 2459 3776 5743 4091 1089>t- 1/6 I11 466 999 1568 n53 3129 S26 999 156E 2751 3179 4150 S891O SAFE LATERAL LOADS FOR 8' PRECAST W/9" RFCF44 AAAR IIJ IMTFI 4 Cd.Sfi.Im SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCM' 4'-4' (52') PRECAST 758 757 1164 4'-6- (54' PRE'CAST 694 693 1073 5'-8' (68') PRECAST 408 407 655 5'-10-(70-) PRECAST 382 381 616 6'-8" (801 PRECAST 595 788 464 7'-6" (201 PRECAST 509 674 490 363 2149'-8" (1161 PRECAST 370 1) THE NULIODTS IN PARENTHESIS ARE PERCENT RF,DUCIION,S FOR GRADE 40 t SEE GENERA. NOTE 18 FIELU ADDED RLM. SEE GENERAL NOTE NO. 4 gNERAI NOTE] I) 1lderbt 17 ISdmeb wemtWum4sA5-1/2' brq rlCtlle% d the ee0s be aueroleb Ie 6• woostl Fail . 4000 O41 trues <d •ieb4%rq oe pwhe I'' e pednaud 60e1 . 4000 MI 1' e peal • Oli o h uwdabar J/e Teti eg4rgds 13) The t<laer mwftt of Tekk esWed is eibder ceWde anxiety sd% %hill hoe 0 tmuq at Gloom applied b ma(do= ilb A44 C-126 uprond coon o. paue. "anoint e>7. (0116 pn AtN d0 .0 nh — M 1uhe camprestile 1 Soupwi elsv Oa A9111 A915 Code W 14) Gourd boded aheJloiaeasy dN .e•Uad fero,M 9 aeRll aM Iw4rW bleraQ 2prestfeltilpsbaNiMpptt( ASIV A416 Code 270 I. col7setbe W! s a." he tlesled the <sn Uh q • Ue bhedy e moor pa ASI4 t.7to119a m b 9 AWCd r&Usl bat /O/led heritage bed S 10 2) Ad ado bed lotdts Oath m mNms• 4 ixh .prisil bmir.,. We t&IW lend Sale hol mw had Iuoallo- Sdads la Field 0 baRW mA he 16) Fat cmpaole 6Nd IwWs not Aim m safs bW from ad Ina tw%hl shut 16) Ter Feld hmuo ad desa eta see bed pram ml bwo hcylh sheen 3) pm de 6A atiew bed ad hr>:d jad. 17) Sib loads 0. "Wkwaad c3imtee Ids. 4) The .trod b pertalhetb hfcdes the peraM rd.d'on far Vice 40 IW4 aides fiber. III) Sde bads bisect m rdimd ilea * aadlls o6 AO 50 eai AD 414 Tdcmpyi 7'-4• Bald lu J7••IO u'iarodl,• had • Fan 09 151 «Ncien o 6412 ( ) V. 5w po 19) A"berel loWe tied copody ten be Alined q or des ser tit peidb0 a166see r< idacd tames e4atan sib 00011) okm we 6gd. hrlth hekn: S) All bltb,meel b erced VNA delkcbe, 6, 1,aa• P,,*— File 1,ps 616 17 -4' and Is gb meet ata<eN 1./16p 41IFS U. b tided I. canAimi neelu'agyThe TIsO. Ikor" CWe Sedan 1604-LI .9 =cae4 6) Stare (h4d Edda a% r.gOed. 7) Om TI rotor m0y be uAsWAed IN 1-0 15 "bm 6) u t/I.Iiwi Wta mqt dWdmull wnpry vim u• mcbRectwo 9) The drip_ ever c"hol. tencsabdtd MN ben IN "k Ind I.Nti q esrl-. Ue rmirn.n rasi%6q aw" ard them d 1,Ifaa W Ida d " 1. 10) R R . Nd Riled It) UWM fig added rm.r l0 he let" d The Wit— a the Fidel m*. 1/ 2- CUR n SEE SAFE LAIWAL WAD IABIES FOR I RATING r•' S REINFORCOO CINpWL (RCWI) IIAL COURSE 2) 15 REUAR V- J. GR40 Or GRW SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C:, r ilRd SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 4m- ir 61e• 64f wto•• iiOWW21 ui, 14-1! 88F14- 21 eRr1e- n OWIS- 21 ewn- It dW22- 21 W26- n!E30-11 eR16- 21 e1630-2_I 4'•• 4' (571 PRECAST . W$ 1666 2J62 30=6 3151 4445 5140 905 1666 230 3056 JIM 4445 5140 4'- 6' (54") f'RF.fI1ST 567 1604 2272 2939 3601 4215 4943 411e/ IW4 2212 2939 3601 4275 4943 V- 0" (651 PRECAST 675 1269h 1791 2326 2954 33e2 3911 675 1269 1791 2326 7854 3352 3780 3911 2799 PRECASTM31707n592773655 1233 1746 1746__ 1530 2259 0 7773 3256 27" 807 PRECAST 7'- 6" (90' PRECAST 510 929 33796'••8" 50 10D 153 90 429 7I289506 742 1364 IMO, 1165 71 2166 7567, M7869 506 898 _ 13W 7567 2965 9'- 8" (1161 PRECAST395 DS4fd 8" 1717 1510t- 10591, TIW I 560 1072 136e 1701 7016 2331 1) THE NUNUFRS IN PARENRIF,SIS ARC PCRCCNT REOUCTIONS FOR Qwff 40 TIF. LOADOEO REM. SEE GENERAL NOTE NO. 4 IYNE UESIGNA-n t, ftf rl' 1 sUlo UIII Deus / u - motto Rms m Fao1ro44FGruntvwTi Iloutla mtllJ L Oman a is m141 c t9offJ NEW AT for 05 Kew At lop Al QTAR 4 cam 4T3tui s aml AT wilou or WRR Gain wrmu R01IQid% i ACRK e• 11mox 10U1N I A 191 INIC.' T IIIivL.4, 0 low 16i-s-ill. she iumm IWJ4,0t1d, Lc.pindlmr uaru L Z' `r CRAIOPARRINO r! 6324 CR 579 b 1s7 SEFFNER. FL33504 adil T 1 ra N 5•:ru.•IARECESS,.TYCE-OESIGNAIIO I TA - - N -_ a) p slow 9115, A1e R or RR CAST—CRETE 8" LINTEL FABRICATION DETAILS t 1a ^'" " •. Ih[ Nt11L• 995 .4 OtA1N IT: CIAq rItTRO. pL. - 6Ey, 1;0, 141m YJta 90l a ma 1f .ru".IrnGtWI: 91/wAs CHM0 n COX FAUK FL - 6tC. Ip 44116 OUII99 Pa. Till SIREF 5 Of I 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1t Application No: Documented Construction Value: S S lee' DD 3Z 7 73 Job Address: 87 l CPpP. [, i 1 C /t Qn nrd' L Historic District: Yes No Z Parcel ID: Residential,I Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move / Description of Work: e ' d Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: Yd Z- 9 - 7 7 7 / Street: Fax: 144 933- 75Z City, State Zip: - 8,"SS1 i aleP State License No.: ' a0a o Z Q Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Leader: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 514 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 wil I 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 [CC 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 pen -nit 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. IL/-/fi!p Signature of Owner/Agent Date Sign ure of Con ctor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date G/'1p5 //i/ti'` Print C tractor/Agent's Nam ignature of Nowflsdle of Flori Date CHAD W COWDERY MY COMMISSION # FFS85918 EXPIRES April 25, 2020 Owner/Agent is Personally Known to Me o'>aea-0's Fw Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: Junc 30, 2015 Permit Application N CITY OF SANFORD Agmgh BUILDING & FIRE PREVENTION 4f1w), PERMIT APPLICATION AApplication No: Documented Constrtictioll Valtle: $ (t 0a,O° Job Address: )% }'i Ci Q I e'er G rdt Historic District: Yes No i Parcel ID: Residential Q Commercial I'ype of Work: New 0 Addition Alteration Repair Demo Change of Use ElMove Description of Work: 02u1 StjZ i-t44 4 , ZL j Plan Review Contact Person: Phone: Fax: Email: A' Property Owner Information Name OQv c .INktk( Phone: Street: I l Il N a F koResident of property'; : City, State Zip: sS'er 142 6 gSg-1 I' itle: Contractor Information Name o t,t 1I l LA.-A,rj& LL Phone: Ui -al& I. k3 y Street: or(n,* Rer-tPvj IzrYp Fax: City, State Zip: gy 1ih lrWv% 3 4a3 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: F:- 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 POSTFI) ON THE, JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING:. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. 1 understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 11151 Shall he Inscribed with the date of application and the code in effect as of that date: Sul F:dltlott (24114) Florida Building Code Revised: June 30. 2015 11couit Application AW NOTICIi: In addition to the requiremenu; of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this count•, and there may he additional pennits required from other governmental entities such as water management districts, state agencies. or Icderal 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. Signature uf0wncu/Agen1 Date Print Owner/Agent'< Name signature of Noutq-Sune of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID tgn:rturc of Contractor/Agent Date A Ad Sn,t. 0- Print Contractor/Agent'a Nat(c orlia 8 Signature o ' Notary -State of Florida Date o o KHISTA MICHELLE VINES MY COMMISSION #FF109B94 iti `drj EXPIRES April 6. 2018 07) 39a•01 W , FIorKlnrtmarysc icc.carn mown to Mc or Produced ID Type of ID BELOW 1S FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction "I'vpe: Occupancy Use: Total Sq Ft of Bldg: Flood 'Gone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures 1 Fire Sprinkler Permit: Yes No // of I -leads Dire Alarm Permit: Yes No[-] APPROVALS: ZONfNG: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: DIRE: 13UILDING: Revised: June 30. 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: r7 - 3 DS D cumented Construction Value: $ ° • 2 Job Address: , _ Historic District: Yes No Parcel ID: ResidentiaQ Commercial L Type of Work.: Newo Addition Alteration _ Repair Demo Change of Use P Move Description of Work: Plan Review Contact Person: 'Aft , a- .1 1 S Title: r Phone: ` 01-5ISaC)oU Fax: 1-33 -385 Email: kqa Property Owner Information Name LPhone: 016 Street: .. Resident of property? I. a ;: ,; 4City, State Zip: Cno 'traCf'or Information Name l-1"30 Phono: `-L - `J - 3ooCf Street: TSLO Fax: - nJ3 City, StateZip:cl PL State License No.: 9' Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, eta FBC 1053 Shall be inscribed with the date of application and -the code in *effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 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 ofowner/Agent Date Print Owner/Agent's Name Signatum.of Notary -State of Florida Date ITSMOR Si roofConaacttx/Agent Bate a6A k hJn2+ usSe) t Contractor/A nt's Name 31 /M signature of No ry-State of Florida to CHERYL 0 AKERS MY 1Jn09 EXPIRESua O5, 20 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 APPROVALS: ZONING: UTILITIES: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application STATEWIDE j DEL-AIR State Cert CAC032448 1-888-831-2665 HEATING Y 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 lob 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 4/00y8.2 p$ 6,189.00 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7511 3.5 14.00 1181.2 4 / 0 6-850Y00 III' 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) Cust Initials tt., r t, Revision / Response to Commenti(u Permit # i -I 3 1 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Z /1 / I G Project Address: 2 eF Cl Qps-e Contact: T'A w\cam Ph: AC-1 '0 S Z1 Fax: w. Email:'-TLLJ1 L--fi <1Q2 .J Ir-k'-- W-'L Trades encompassed in revision: Ar-Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: C-OLD o t-4,w c c -u L,w' 6Pt¢.a'C L O p . wl b 9 ROUTING INFORMATION Approvals 11 Building e ?s ' I • IS Monta Consulting & Design of WMR and Associates, LLC Northpointe II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders February 12, 2018 David Weekley Homes 6567 Gunn Hwy Tampa, FL 33625 Re: Regan Point, Lot 17, Revision Framing Repair To Whom It May Concern: Based upon a phone call from Keith Dukes with David Weekley Homes on 2/7/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan Sheet S5]. It has been brought to our attention the contractor installed Spruce (SPF#2) for all perpendicular floor truss ribbon blocking in lieu of Southern Yellow Pine (SYP #2) as indicated on the Two Story Perp. Floor Connection Detail [WS11/SD4]. This plan deviation is for all perpendicular floor trusses per the above mentioned sheet. The contractor has requested review and repair comments to address the existing field condition. Per our review, the contractor may install Spruce (SPF#2) for all perpendicular floor truss ribbon blocking in lieu of Southern Yellow Pine (SYP #2) maintaining all ribbon blocking has been installed per the Two Story Perp. Floor Connection Detail [WS11/SD4]. See also, revised First Floor Framing Plan Sheet [S5/REV] for additional information. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. Illlllllil, Regards, ReXJD_vyAdl`:.R9G9 by, Florida Lic. No. 81262 2/12/2018 Page t of 2 No.81439 r0 p STATE OF y 101:ItoR nnnw , 1 Bryan E. Dahlke, P.E. Florida Lic. No. 81439 2/12/2018 ti WALL LEGEND We., FIRST FLOOR FRAMING NOTE: SEE PAGE S5. t FOR NOTES AND CONNECTOR LEGEND PLAN eomm rmsu trr...on..rnr.•ow..a,w..r.we.nw.a+.r rro.uoortiw,w.Qtc»nwn.u m.us.uc rn...^..rrrrw r..u..•rsw..rwn.cacunn.asor.amw..ceow.,u ue..s,.+. 4 ir Z 1 J.'t O a v-, LLZ III III I;€! LL CrLL REV r