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HomeMy WebLinkAbout1324 Oleander AveCITY OF Building & Fire Prevention DivisionNANFORDJUL03, 2018 1 PERMIT APPLICATION Y°---'-1-__ _ =Application No: Documented Construction Value: $.,2 ` 2 z o oo Job Address: 1324 OLEANDER AVE SANFORD, FL 32771 Historic District: Yes[NoFv-(] Parcel ID: 35-19-30-505-0000-0290 Residential Commercial Type of Work: New Addition Alteration 0 Repair 0 Demo Change of Use Move Description of Work: Construct 1358 SF Living and 1761 SF Total Frame House Plan Review Contact Person: Kenneth Patterson Phone: 321-946-6222 Fax: Name JONES, TONY Street: OLEANDER AVE Title: Email: kpatterson@designsolutionsfl.c Property Owner Information City, State Zip: SANFORD, FL 32771 Phone: 407-272-7439 Resident of property? : No Contractor Information Name Owner Phone: Street: Fax: City, State Zip: Name: design solutionsfl Street: P.O. Box 607372 State License No.: Architect/Engineer Information City, St, Zip: Orlando, FL 32808 Bonding Company: N/A Address: Phone: 321-946-6222 I Fax: E-mail: kpatterson@designsolutionsi Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 t O •, ;3,lb ppPermitApplication 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. ature of caner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary- t to of Florida Date C p MY COMMISSION 9 FF 178648 s EXPIRES: February 25, 2019 Bonded Thru Ncfary Public Underwriters Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 i y Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical k] Mechanical 29 Plumbing® Gas[]Roof Construction Type: Occupancy Use: SM Flood Zone: 1C s iA TctG Total Sq Ft of.Bldg: lgESO Min. Occupancy Load: t O # of Stories: New Construction: Electric - # of Amps, 1IE;70 Fire Sprinkler Permit: Yes No 2' # of Heads APPROVALS: ZONING: 7. 17, 201& UTILITIES. _ ENGINEERING:,A , L 1-1- FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. ?Are,t of tccos'+ Val-laAe Q/:Pi°1,'eJ - Plumbing - # of Fixtures 1-1 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: C--F- I\-1Z• Ifs Revised: January I, 2018 Permit Application Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018128771 Book:9247 Page:1377; (1 PAGES) RCD: 11/13/2018 10:37:17 AM THIS INSTRUMENT PR ED . Name: g t Address: 1 NOTICE OF COMMENCEMENT CERTIFIED COPY CiRANTNAA10Y CLERK OF 1 HE C,RCUiYCr.IUR.r ANDCOirr7lcr rR h ij SEMi(JtJL E E if, FLop"D . ` BY DEPUTY CLERK Date State of Florida County of Seminole IS-294 35.1q, 30.SC5 LOCO, C-1-90PermitNumber: Parcel ID Number: 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. OFPROPERTY: descrigtion of th_ppperty and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Address: _7 6}o_2_ , 5- dk,' 5 2 77, Fee Simple Title Holder (if other than owner) Name: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pedury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge nd belief. Owners SiTnature Owners Printed Name Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' State ofFloy-i-A Countyof /'Zm 0 The foregoing instrument was acknowledged before me this L-1&4 day of UVt? f/{t C .20JA by \o U 1% S Who is personally known to me -- Natne of person making statement OR who has produced identification. type of Identification produced: ANNETTE BLAND 1 Notary Public - state of Florida Commission M GG 060623 Z'. My Comm. Expires Jan 16, 2016 Notary signature nn,.t o_ 2aL i COUNTY OF SEMINOLE tt 2 20 L IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: July 09', 2018 BUILDING APPLICATION` #: 18-1'000'0599' BUILDING PERMIT NUMBER:: 18-L0000599 UNIT ADDRESS: OLEANDER AVE "1324 3.5-19-`30-505-000'0-029:O TRAFFIC ZONE:022 JURISDICTION: SEC;: TW'P!: RNG ° SUF[: PARCEL: SUBD'IVI S ION': TRACT: PLAT BOOK: PLAT BOOK PAGE; BLOCK;: LOT; OWNER NAME: ADDRESS: APPLICANT NAME: TONY JONE'S ADDRESS: 14'02 S 'OLEANDER AVE SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-'SANFORD SPECIAL NOTES: 1324 OLEANDER AVE / GEORGIA ACRES / SFR. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTS'CHED RATE UNITS TYPE ROADS -ARTERIALS N/A Single Familyy Housing ROADS 7-05_00 1.0.00 dwl unit 70'5.00COLLECTORSN/A. Single Single Family Housing 00' 1.000 dwl unit 00' FIRE RESCUE N/A, LIBRARY N/A 00 Singgle'Family Housing 5.4,GO, 1.000 dwl 'unit 54.00SCHOOLSN/A, Single .Family Housing 9..000.0.0 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE. N./A 0.0 CREDIT FEES QO SCI .LIB`RARY R Single Family 'Housing 54.:0;0 1.000 Owl unit 54.00- SC I” SCHOOLS R_. Single Family Housing S:CI 9,0'OO.,Q0Q 1.00.0 dwl unit 91000.00- ROAD _ARTERIALS.'R Single Family Housing 705.0`0 1.000 dwl unit 705.0'0- AMOUNT DUE 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES, DUE UNDER THESEMINOLECOUNTYROAD, FIRRESCUE LIBRA F RY AND/OR 'EDUCATIONAL ISSUANCE OA BUILDING,,PE_ IT PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEAL'THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED,BY FILING A WRITTEU REQUEST WITHIN 4.5` CALENDAR DAYSOF'THE DATE ABOVE, BUT NO LATER tHAN CERTI` FTCATE OF ',OCCUPANCY OR OCCUPANCY', THE„REQUEST FOR REVIEW' MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED., FROMTHEBUSINESOFFICE:,1101 EAST FIRST STREET, SANFORD FL, 32771,• 407-665-7356. PAYMENT SHOULD BE MADE TO;: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT, 1. 101 EAST FIRST STREET. SANFORD, FL 32771 PAYMENT. SHOULD BE BY CHECK OR.MONEY ORDER,.AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER, VALID IF A'BUI-LDING PERMIT IS NOT. ISSUED WITHIN 60 CALENDAR DAYS`.FROM THE DATE ABOVE' REQUIRED INSPECT] Ur g71. IBBf75,UiL,,VMMq(q n®i IIDescrn dno . Footer / Sdtbadc Stemwall Foundatioii / Form Board -Survey 3rJ Slab- / Mmio Slab• Pre our Lintel / Tie. Beam / Fill / Down Cell D Sheathing- W- alls- Sheathing ! Raof Roof Dry In O I Frame 7 O i Insul'ation Rough In Firewall S'cr'ew Pattern Drywall / Sheetrock 5 TO Lath lns : ection Final Solar ! Final Roof .; Final StuccoSiding Insulation Final Final Utility; Building Final Door Final Window Final oo • Screen.R m Final. Pool Screen Enclosure. Mobile Home Building Final Pre. --Demo Final Demo j Final Single 8-amily,. Resi d!encel Final. Building Other R EVES EIID:' Rme 2Q14 lY lE UIElYQ;`lE: i IfInnn Max im etion I[Descn n tn®n Electd.ta Underground F'ooter f Slab Steel Bond ZO Electric Rough T.U.G. A Pre -Power Final Electric Final I mina D Max. I[nnspe-6donn Descnupti®n Plumbing Underground t Plumbing Sewer . 9,0 1 Plumbing Tub Set Plumbing Final I i i 4. •,'ft.' 1 IG•L pp}}• Jv N.• 1•1.:?,[D+.,7(r ry-:L: 1{. LL`Igil`:LLIL.LL: 71 :f,'F :!':i ..i; :.. !. t •+1 J\: :tM.^!.:: • 1 BUM Mar. llnna ec6n 1[Descn npta®nn Mechanical Rough Mechanical. Final i c. IYlinn Max r. 9 ICn ecn®nn. pDe cirn 4n®nn Gas Underground Gas Rough Gas. Final I. i I C[P* Cou+rrv„ rtorm n Property Record Card Parcel: 35-19-30-505-0000-0290 Property Address: 1324 OLEANDER AVE SANFORD, FL 32771 Value Summary 2018 Working 2017 Cert Tax Amount without SOH: $135.00 2017 Tax Bill Amount $135.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Values ified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 7,124 7,124 Land Value Ag Just/Market Value *' 7,124 7,124 Portability Adj Save Our Homes Adj —, Amendment 1 Adj P&G Adj Assessed Value 0-- I $0 7,124 0 0 0 ._ 7,124 Legal Description LOT 29— GEORGIA ACRES P6 7 PG 52 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 7,124 0 7,124 Schools 7124 0 7,124 City Sanford 7,124 0 7,124 SJWM(Saint Johns Water Management) 7,124 0 7,124 County Bonds 7,124 0 7,124 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 7/1/2017 08955 0852 100 No Vacant QUIT CLAIM DEED 5/1/2006 06681 1975 100 No Vacant QUIT CLAIM DEED 9/1/2001 04162m----1181 100 j No Vacant QUIT CLAIM DEED 4/1/1995 — 02908 10324 t $5,000 1 No Improved Fiaad C+oaxtparatta Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 46.00 Y 117.00' 0 $174.00 7,124 CITY OF SkNF011M PLANNING & DEVELOPMENT SERVICES DEPARTMENT Legal Description of the Property: 3 5 1 9 3 0 Address of Property: 1324 Oleander Avenue ma© Sanford Development Review Team Variance - Staff Recommendations Elam I EIMMEN FL 32771 Zoning District: MR-2 Name and Address of Owner as shown in the Public Records of Seminole County, Florida: Tony Jones 11102 Solane Sanford, FL 32771 Application Submitted By: Address PO Box 607372 Phone 321-946-6222 Kenneth Patterson Fax: Orlando FL 32860 E-Mail: kpatterson@designsolutionsfl.com Standards for Consideration for Conditional Use. in considering and acting upon an application for Conditional Use the Planning and Zoning Commission or the Administrative Official shall observe the following standards and make findings as to whether the application meets the standards, except that, pursuant to Article Vlll, one and two family dwellings shall be exempt from concurrency review: A. The conditional use must be consistent with the goals, objectives and policies of the Comprehensive Plan and the land development regulations. B. Public facilities and services including, but not limited to, roadways, park facilities, schools, police and fire protection, drainage systems, refuse and disposal systems, water and sewer must be adequate to serve the proposed use. C. The proposed development must not adversely affect known archeological, historical or cultural resources. D. The design of the proposed development must minimize adverse effects, including, but not limited to, visual, noise and traffic impacts, of the proposed use on the surrounding properties. E. The conditional use must be compatible with the nature and intensity of the development surrounding the premises and with the community character of the immediate vicinity of the parcel proposed for development. F. The location and topography of the premises proposed for development must make the use an appropriate use which will not adversely affect the public interest. It shall be the burden of the applicant to prove compliance with said standards prior to the issuance of a Development Order. Variance Requested: To consider a variance request to reduce the land area and dimension requirements to parcel of record standards for a 46' x 117' lot of record at 1324 Oleander Avenue. Does this Request meet the Standards for Consideration? Yes Fx I No Site Specific Conditions: Richard Blake made a motion to approve the request. Jeff Davis seconded. Motion carried 6 to 0. Staff Recommendations: Staff recommends to approve the Variance Use to reduce the land area and dimension requirements to parcel of record standards for a 46' x 117' lot of record at 1324 Oleander Avenue. r,, ,, Y Developmente Revieuvv Team, ..:A 3w 10, Approved Approved with Denied' DRT Hearing Date June 19, X b 2018 Conditions Dater,. DRT Team Leader` 41, Administrative Cifficial d aAORecepeAledp. ns 4 r.,, a, T m ., u„ Dater,. Administrative Official. T:\ Development Review\31-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -1324 Oleander Ave -Parcel of Rec.doc CITY OF SkNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Development Review Team Variance - Staff Recommendations The Development Review Team (DRT) held a Public Meeting at 9 AM on June 19, 2018 to consider a to consider a variance request to the setback requirement construct a single family home on a undersized vacant parcel at 906 Bay Avenue. The project was presented at the June 12, 2018 meeting. As part of the Variance process, the standards for consideration were reviewed. As part of the evaluation, the standards for consideration were reviewed. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The lot size required by the SR-1 zoning is 6,000 square feet and the existing lot is 5,382 square feet. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The owner has requested to construct a single family home on the 46' x 117' platted parcel of record. The property does not meet the minimum standards designated for the MR-2 zoning classification. The special conditions and circumstances do not result from the actions of the applicant. The parcel is the platted lot of record. The applicant is requesting the variance in order to construct a new home utilizing the existing nonconforming lot size and parcel of record standards. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area are permitted to request a variance to the requirements of the Land Development Regulations including for residential use as well as land area and dimension requirements. There are existing homes within the neighborhood that do not conform to the land area and dimension requirements for the MR-2 zoning district, therefore the neighborhood will not be adversely affected. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. Other properties in the area are permitted for development of permitted uses. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions the variance does appear to be in harmony with the general purpose and intent of the land development regulations and not injurious to the neighborhood, or otherwise detrimental to the public welfare. After deliberation of the standards a motion was made and an action taken as follows: Consider a variance request to reduce the land area and dimension requirements to parcel of record standards for a 46' x 117' lot at 1324 Oleander Avenue. After discussion of the applicant's request, Richard Blake made a motion to approve the request. A Second was made by Marlon Hooks. Motion carried 6 to 0. Discussion: There was no additional discussion. T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -1324 Oleander Ave -Parcel of Rec.doc PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Kenneth Patterson Firm: Design SolutionsFL, Inc. Address: P.O. Box 607372 City: Orlando State: FL Zip Code: 32808 Phone: 321.946.6222 Fax: Email: kpatterson@designsolutionsfl.com Property Address: 1324 Oleander Avenue Property Owner: Tony Jones Parcel identification Number: 35-19-30-505-0000-0290 Phone Number: 407.272.7439 Email: The reason for the flood plain determination is: 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) r FOFr] Ift E`ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 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 0 The parcel is not in the: E 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# 18.2941 Reviewed by: Michael Cash, CFM Date: July 17, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within 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 Know wharabelow. size and location of the existing right-of-way and use shall be provided or application could be delayed., Call before you dig. 1. Project Location/Address: 2. Proposed Activity: Ed -Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date / Emergency Repairs 4. Brief Description of Work: /V Q 4 C4'V Q W-1 i ( d,7blJ. S e This application is submitted by: Property Owner. Signature: Print Name: Address: q U Phone: !.n 7 277 x:/ Email: Date: —- Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationtiimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, 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 attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: 0( i`C/ Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering 1- 3 1 t,3 Site Inspected by: Special Permit Conditions: Offici Use Onlymy Fee: 1 V r Date: -7- 1 1 I (J Date: Date: Date: -7 IT S Date: November 2015 ROW Use Unveway.pol RE: STEPHANIE KRAWCZYNSKI LIZZIE HILL 1324 OLEANDER AVE. SANFORD, FL 32771 nnuatr a n®c a(nrraa(nnarm)a MARY : MAN, CLERK OF CIRCUIT COURT SENIHU E COUNTY BK 04410 PS 0848 CLERKIS # 2002880234 RECORDED 05/17/2002 09e58:48 AM RECDRDING FEES 6.00 RECORDED BY 8 Harford SATISFACTION OF LIEN #01073 COUNTY INSTRUMENT NO. 2002817358, DATED: 1/18/2002 KNOW ALL MEN BY THESE PRESENTS, that CITY OF SANFORD, FLORIDA, the owner and holder of that certain lien dated the llth day of January, A.D. 2002, and recorded in Official Records Book 04300, Page 1822 Public Records of Seminole County, Florida, against the following described real property: Parcel No.: 35-19-30-505-0000-0290 Legal: LEG LOT 29 GEORGIA ACRES PB 7 PG 52 has received full payment and satisfaction of said lien and does by these presents discharge the same and directs the Clerk of the Circuit Court to cancel the samd"recgrd. 4. Signed, Sealed and Delivered CITY OF SANFORD, FLORIDA a: in Presence of: i% ^• l.lA'/o•'' , , BY: Mayor, Brady Lessard o - 0"`o ' • o j© ATTEST: City Clerk, Janet R. pDoligahyi -1^ STATE OF FLORIDA COUNTY OF SEMINOLE Personally appeared before me, the unde—rpflnped authority, Brady Lessard and Janet R. Dougherty Mayor and Clerk respe g y, of the City of Sanford, Florida, who, after being duly sworn by me say on-'gobth that they have read the foregoing, and that the matters and things contained herein are true and correct. Subscribed and sworn o (or /affirmed) fore me/Jthis / Date) GESS i7 and`r C•J«i%/+.c 1 ^^^ h^ e nrnri>>rosareeraonallyknwntomeoY / ed 19 (Type of identification) Notary Public (Signature) o. Notary pupfi tatFtoddaMycamm. ernito, Bon thru Ashton A No. 0006000 star Agency. Prepared by: City of Sanford Please return to: City Clerk P. O. Box 1788 Sanford, FL 32772 Name of Notary typed, printed or Filename demosads I Iltl II ill II 1110Ilt if ill 11 1111111111111 If 10111111111111111 This instrument prepared by: MARYANM: h 1M*, U11M, Ur CIRCUI"f LUURi SrAINU1.t UJUNIY BK 04300 PG 1822 City of Sanford CLERK'S # 200281735a P.O. Box 1788 RcCUkw.D 01/16/2UO2 10:20:39 AN Sanford, FL 32772-1788 RXAINDING Ftt: s 6.00 RECUkDiD BY S Coetnry NOTICE OF MUNICIPAL LIEN # 01073 TO: STEPHANIE KRAWCZYNSKI RE: 1324 OLEANDER AVE Lizzie Hill SANFORD, FL 1324 OLEANDER AVE SANFORD, FL 32771- 2786 Pursuant to the provisions of Article II of Chapter 6 of the Code of the City of Sanford, Florida, said Article pertaining to unsafe or unsanitary buildings, the City of Sanford, Florida, does in accordance with Section 6-18 and 6-19 of Article II of the Code of the City of Sanford, Florida, and does by these presents assess and claim a lien upon the following described property lying and being within the City of Sanford, County of Seminole, State of Florida, to wit: Parcel No.: 35-19-30-505- 0000-0290 Legal: LEG LOT 29 GEORGIA ACRES PB 7 PB 52 The owner of the property according to the last tax assessment roll of Seminole County, Florida is STEPEANIE KRAWCZYNSKI & LIZZIE HILL and a copy of this notice has been spnt, to said owner by Certified Mail to 1324 S OLEANDER AVE, SANFO_RII, FL 32771, the same being the mailing address of the owner as shown on said tax"? a' sessment roll. This lien is in the sum I f $ 3543.87, plus any and all interest accrued thereon, incurred and assessedla a result of demolition of a condemned structure by the City of Sanford, Florida, lei ursuant to public hearing and notice as is in such cases by law made andprovided". IN WITNESS WHEREOF, this instrument has been executed in the name of the City of Sanford, Florida y its May r, and Me City seal hereto affixed, attested by the City Clerk, this day o .t / l + 2017A BY 60,1,0 Waayor T— r; essard i f ' 1 ATTEST: City Clerk1et R. Dougherty STATE COUNTY OF' --SE O] E Personally appeared before me, the undersigned authority, Brady Lessard and Janet R. Dougherty, Mayor and City Clerk respectively of the City of Sanford, Florida, who, after being duly sworn by me say on oath that they have read the foregoing and that the matters and things contained therein are true and correct. Subscribed and sworn to (or affirmed) before a thi c W- (Date) by(4r andA, - Ar i "' Ale who se personally known to me or ced L' .A (Type of identification) Notary Public, Signature mmission No. JOYCE R. McCOY Natafy Public, State 0lftaidl ame of Notary typed, printed v; W.tro or stamped) Please return to: Cit r P. O. Box 1788 Sanford, FL 32772 9 01 Sanford, CO* amwownsa Dep"MN P.Q. Box IM-.VM-IM T&%%Soft (4M MDW" OREM OF CONDEMNATION To Property Owner(s) ad AM IWMCSW Parties: August 29,2000 RE: 1324 Oleander Avenue LEGAL DESCRIPTION: LOT 29 GEORGIA ACRES PB 7 PG 52 AS RECORDED IN SANFORD, SOMME COUNTY, FLORIDA PARCEL NUMBER-- 35-19-30-505-00004YM REPORT NO.: 00-01 Stephanie Krawczynsid, & liczie 10 1324 S. Okuda Ave. AWN Sanford, FL 32771 1:11T above deMAW property has bow condemned by the City of 42r r"z arl CD CA) CYN W JD C0* Sanfiwd, after a Public Hewing, a'SQs&k dilapidated, MmitaFY Or unmhWft* to W": ITEMS: SUucWm UnsuitAk for or use due to inadequate maintenance, dilapidation, occu7paft obsolescence, abandonment, unsafe,danges- fire hazard or hazard to the safety or heaM of the genera[' npublicwhichcanbecausedbyneglect, the e1effi@As of nature and/or age criminal activity, vandalism, fire, etc. This is to no* the above property owner(s) that the City, of a ford has granted a time period until September f ( Pf1AAC-.,j292000inwhichsaidbuildingorstruMareis. (L1jdhxffished and removed or (2) permits are obtainedtorepairand inspectionspofmMA Ifthe owner jqdo (1) or (2) within the time, granted, the city is authorized to demolish and remove the WUWX'0(3) the actual cost involved with said removal will be assessed as alien against the property. Ifan camsex of dme is weaW *YM dM ka Op., r"uh to sxbm* Wrqptestix *vitiMgpior to the mredion dare!4kk, This is the City's Final Adion.O--g, No condemnedbw3ding or sumdum shall be occupied or used for any purpose during the period of W City Commission of the City of Sanford, FloridaDale, Mayor ATTEST: xQO xd. X" Building & Fire Prevention Division PERMIT APPLICATION Application No: yl Documented Construction Value: $ 35,000 Job Address: 1324 OLEANDER AVE SANFORD, FL 32771 Historic District: Yes NoW1 Parcel ID: 35-19-30-505-0000-0290 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Construct 1358 SF Living and 1761 SF Total Frame House Plan Review Contact Person: Kenneth Patterson Phone: 321-946-6222 Fax: Name Street; JONES, TONY OLEANDER AVE Title: Email: kpatterson@designsolutionsfl.t Property Owner Information City, State Zip: SANFORD, FL 32771 Name Owner Street: City, State Zip: Name: design solutionsfl Street: P.O. Box 607372 Phone: 407-272-7439 Resident of property? : No Contractor Information Phone: Fax: a State License No.: Architect/Engineer Information City, St, Zip: Orlando, FL 32808 Bonding Company: Address: N/A Phone: 321-946-6222 Fax: E-mail: kpatterson@designsolutionsi Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 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. cure of weer/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name b. C) Signature of Notary- tate of Florida Date DEBBIEEBIANTON c i+ MY COMMISSION t FF 178648 a; EXPIRES: February 25, 2019u'' ;;`.' t3on,ed T ru Naar+ Public Under,?,n ers a Owner/Agent is Personally Kno n to Me or Produced ID Type of ID l i e, Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: A WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of J the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I Jemploy have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - QQQJQ/ L- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also J understand that the construction must comply with all applicable laws, ordinances, building codes, and U zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1.395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address O/ listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: / /hp,'% do hereby state that I am qualified and capable of performing the requested construction involved with the permit application fled and agree to the conditions specified above. Signature of Ovr/ner-Builder Form of Identification Must be Photo ID) Date 3 — z g, A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 kevis on City of Sanford Response to Comments G 201$ SEP 0 6 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit 4 / ,D qL ( Submittal Date . 0 & —1 8 Project Address: z3 2 z Le 9 wider V Contact: Ph: 7T_7 31 Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals M.J0--E M OQry V0RtI"I U BUILDING DIVISION Esc^ts?? PLAN REVIEW COMMENTS Application Number: 18-2941 Date: 08/22/2018 Project Description: New SFR Contact Name: Kenneth Patterson Job Address: 1324 Oleander Ave Contact Email: kpatterson(&designsolutionsfl.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: The submittal package to construct a New Single Family Home is incomplete. Please submit two (2) copies of the following: 1. Truss Engineering 2. Truss Placement Diagram from the Truss Manufacturer 3. Energy Calculations, completed and signed 4. Equipment Sizing Calculations 5. HVAC Duct Layout 6. Plumbing DWV (drain, waste & vent) Riser In addition please correct the following plan and submittal deficiencies, resubmitting two (2) copies of each: 7. Truss ID's must be included on the truss plan (Sheet A-5) 8. There are no foundation details or callouts on the plans 9. Electric plan page is missing required receptacles (front & rear of house), required lights (at sliding door exterior), GFCI receptacles are not labeled, spacing of receptacles is incorrect (all per 2014 NEC) 10. Product Approval Package is insufficient — the products submitted are not approved for use under the current 2017 Florida Building Code. Also there is no product approval or installation instructions for the sliding door. The Plan Review is Incomplete based on the missing and inconsistent information** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official 1- Revision City of Sanford Response to Comments OCT 3 1 2, Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov r y Permit # `( `7 ( Submittal Date Z A, Project Address: / 2 4 9 1 4ye Contact: l ,-,,t le I'll .S> Ph,: 3-Z, 2Z2 Fax: Email: C GteeS.TQJ Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals 11- 12-tg ocSP o r' l CITY OF SAM O RDa w. BUILDING PLAN REVIEW COMMENTS Application Number: 18-2941 Date: 10/17/2018 Project Description: New SFR Contact Name: Kenneth Patterson Job Address: 1324 Oleander. Ave Contact Email: kpatterson(&designsolutionsfl.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 3Rn PLAN REVIEW COMMENTS: Original Comment 1. On Sheet A-2, the A/C pad is shown on the side of the house. The A/C pad is required to be at the rear of the house, matching the location shown on the plot plan. FBC 107 311 Plan Review Comment The A/C pad is still shown on the side of the house, and on multiple pages (including the electrical plan). All plan pages that show the location of the A/C pad need to be revised showing the pad at the rear of the house, matching the plot plan. Original Comment 5. In addition, the plot plan is required to show any solid surfaces on the setbacks. Please revise the plot plan to indicate the landings. Revision of the plot plan will require Planning & Engineering to review and verify if the landings are permitted in the side setbacks). FBC 107 311 Plan Review Comment This comment has not been answered. Two (2) copies of a revised plot plan is required to be submitted Original Comment 15. The design for the transfer of loads and anchorage of each truss to the supporting structure is the responsibility of the registered design professional, per FBC 2303.4.4. Please indicate all truss hold-downs/connectors on the plans. FBC 107 3rd Plan Review Comment This comment has not been answered. The plans state (Typical Wall Detail/Sheet A-5) "Hurricane clips each truss, see engineering. The plans do not provide any truss hold-downs or connectors. Original Comment 17. The Energy Calculations do not include the Water Heater (#14 on the cover sheet). Revise as necessary. FBC 107 3rd Plan Review Comment This comment has not been answered. The Energy Calculations need to be revised to show the water heater 1- Original Comment 18. The design for the transfer of loads is the responsibility of the registered design professional, per FBC 2303.4.4. Please provide all exterior wall wood frame connectors — truss to top plate, truss to bottom plate, bottom plate to foundation. FBC 107 3" Plan Review Comment This comment has not been answered. The plans state (Typical Wall Detail/Sheet A-5) "ATC System, See Engineering." What is an ATC System and where is the engineering for this system? Otherwise, revise the wall detail and indicate all required structural framing connections as requested in the original comment. Original Comment 23. A New and Complete Florida Product Approval Package and Product Approval Specification Sheet is required. The Florida Product Approval and corresponding installation instructions are required to be approved under the current 2017 code version and is needed for the following components: Exterior Doors (front, side entry and sliding), Garage Door, Double Hung Windows, Soffit, Roofing (Underlayment, Shingles, Vents). FBC 107 3" Plan Review Comment This comment has been partially answered. The following submittals are incorrect and new product approval is required: The product approval submitted for the sliding door is for a 4-panel slider. The house will have a 2-panel slider The product approval submitted for the soffit is for a Ceiling EIFS system. The house will have aluminum vented soffit. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official 2- 0JL N MFORDCITY OF c) T BUILDINGDIVISION PLAN REVIEW COMMENTS Application Number: 18-2941 Date: 09/14/2018 Project Description: New SFR Contact Name: Kenneth Patterson Job Address: 1324 Oleander Ave Contact Email: kpatterson(&designsolutionsfl.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 2Nn PLAN REVIEW COMMENTS: As stated on the previous comment letter, the initial plan review was incomplete due to the missing and inconsistent information. Some of the initial comments were not addressed and there are new comments based on the newly submitted documentation. 1. On Sheet A-2, the A/C pad is shown on the side of the house. The A/C pad is required to be at the rear of the house, matching the location shown on the plot plan. FBC 107 2. Detail 3/A-2 states "Stem wall on Street Side", however the callout for this foundation type is on the opposite side of the home and not on the "street side". Please revise as necessary. FBC 107 3. Sheet A-2 does not callout the footing type at the rear of the house, or at location "ET'. FBC 107 4. A solid landing is required for the garage side access door and the sliding door, per FBCR R311.3. Please revise the foundation page to show the landings. FBC 107 5. In addition, the plot plan is required to show any solid surfaces on the setbacks. Please revise the plot plan to indicate the landings. Revision of the plot plan will require Planning & Engineering to review and verify if the landings are permitted in the side setbacks). FBC 107 6. Sheet A-1 shows (2) different square footage calculations for the home. Please revise FBC 107 7. Sheet A-1 shows 2 different wind design speeds (Ultimate 150mph, ASCE 7-10 160mph) and the trusses have been designed for ASCE 7-10 140mph. All wind speeds shall be the same; the trusses cannot be designed for a lesser wind speed than the structure. FBC 107 8. Sheet A-1 shows the Roof Pitch to be 5:12 while the Truss Engineering and Sheet A-4 shows the trusses will be a 6:12 pitch. Please revise as necessary. FBC 107 9. Sheet A-1 shows the roof overhang will be 2'0" while the Truss Engineering shows the overhang will be 1'4". Please revise as necessary. FBC 107 10. Sheet A-3 living area square footage doesn't match any of the square footage calculations on Sheet A-1. Please revise as necessary. FBC 107 1- 11. Sheet A-5 "Roof Assembly" states it is based on FBC 104.2.1.1. That code section doesn't exist. Revise as necessary FBC 107 12. Sheet A-5 "Roof Assembly" indicates the roof will be constructed with a wind resistance of 110mph. The wind resistance for the City of Sanford is minimum 139mph. Revise as necessary. All wind design speeds on the plans shall match. FBC 107 13. The Truss ID's are required to be shown on the plans, per FBC 107.3.5 and the Submittal Guidelines. FBC 107 14. The Truss layout as shown on the plans is required to match the truss placement diagram provided by the truss engineer, per FBC 107.3.5 and the Submittal Guidelines. FBC 107 15. The design for the transfer of loads and anchorage of each truss to the supporting structure is the responsibility of the registered design professional, per FBC 2303.4.4. Please indicate all truss hold-downs/connectors on the plans. FBC 107 16. The "Typical Wall Section" on Sheet A-5 specifies R-11/R-19 insulation for the walls while the Energy Calculations specify R-13. Revise as necessary FBC 107 17. The Energy Calculations do not include the Water Heater (#14 on the cover sheet). Revise as necessary. FBC 107 18. The design for the transfer of loads is the responsibility of the registered design professional, per FBC 2303.4.4. Please provide all exterior wall wood frame connectors — truss to top plate, truss to bottom plate, bottom plate to foundation. FBC 107 19. A Weather-protected/GFCI is required at the front door, per NEC 210.52(E) FBC 107 20. Sheet E-1 Note #8 is incorrect and doesn't apply the current 2014 NEC requirements. Reference the verbiage as noted in NEC 210.12(A) and NEC 210.8(A) and revise Note #8 to comply FBC 107 21. The required A/C disconnect is not shown on Sheet E-1 FBC 107 22. Please show the location of the meter, service panel and interior service panel on Sheet E-1 FBC 107 23. A New and Complete Florida Product Approval Package and Product Approval Specification Sheet is required. The Florida Product Approval and corresponding installation instructions are required to be approved under the current 2017 code version and is needed for the following components: Exterior Doors (front, side entry and sliding), Garage Door, Double Hung Windows, Soffit, Roofing (Underlayment, Shingles, Vents). FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official 2- September 19, 2018 SEP 1 plUl Steve Fiorey, CBO *- 7SeminoleCounty, FL c Deputy Building Official RE: Application Number: 18-2941 — 2"d Submittal Dear Permitting Division In response to your comments pertaining to the permit application for 1324 Oleander Ave. Sanford, FI we have revised the plans. Your comments are reprinted below (in bold) followed by our response to each. 1. On Sheet A-2, the A/C pad is shown on the side of the house. The A/C pad is required to be at the rear of the house, matching the location shown on the plot plan. FBC 107 Response: Revised plans as noted 2. Detail 3/A-2 states "Stem wall on Street Side", however the callout for this foundation type is on the opposite side of the home and not on the "street side". Please revise as necessary. FBC 107 Response: Revised plans as noted 3. Sheet A-2 does not callout the footing type at the rear of the house, or at location E2". FBC 107 Response: Revised plans as noted 4. A solid landing is required for the garage side access door and the sliding door, per FBCR R311.3. Please revise the foundation page to show the landings. FBC 107 Response: Revised plans as noted 35. In addition, the plot plan is required to show any solid surfaces on the setbacks. Please revise the plot plan to indicate the landings. (Revision of the plot plan will require Planning & Engineering to review and verify if the landings are permitted in the side setbacks). FBC 107 Response: Revised plans as noted PO BOX 607372 - Orlando, Florida 32860 O: 321.946.6222 www.designsolutionsfl.com - info@designsolutionsfl.com Page 2 6. A-1 shows (2) different square footage calculations for the home. Please revise FBC 107 Response: Revised plans as noted 7. Sheet A-1 shows 2 different wind design speeds (Ultimate 150mph, ASCE 7-10 160mph) and the trusses have been designed for ASCE 7-10 140mph. All wind speeds shall be the same; the trusses cannot be designed for a lesser wind speed than the structure. FBC 107 Response: Revised plans as noted 8. Sheet A-1 shows the Roof Pitch to be 5:12 while the Truss Engineering and Sheet A-4 shows the trusses will be a 6:12 pitch. Please revise as necessary. FBC 107 Response: Revised plans as noted 9. Sheet A-1 shows the roof overhang will be 2'0" while the Truss Engineering shows the overhang will be 14". Please revise as necessary. FBC 107 Response: Revised plans as noted 10. Sheet A-3 living area square footage doesn't match any of the square footage calculations on Sheet A-1. Please revise as necessary. FBC 107 Response: Revised plans as noted Sheet A-5 "Roof Assembly" states it is based on FBC 104.2.1.1. That code section doesn't exist. Revise as necessary FBC 107 Response: Revised plans as noted 12. Sheet A-5 "Roof Assembly" indicates the roof will be constructed with a wind resistance of 110mph. The wind resistance for the City of Sanford is minimum 139mph. Revise as necessary. All wind design speeds on the plans shall match. FBC 107 Response: Revised plans as noted 13. Truss ID's are required to be shown on the plans, per FBC 107.3.5 and the Submittal Guidelines. FBC 107 Page 3 Response: Revised plans as noted 14. The Truss layout as shown on the plans is required to match the truss placement diagram provided by the truss engineer, per FBC 107.3.5 and the Submittal Guidelines. FBC 107 Response: Revised plans as noted 15. he design for the transfer of loads and anchorage of each truss to the supporting structure is the responsibility of the registered design professional, per FBC 2303.4.4. Please indicate all truss hold-downs/connectors on the plans. FBC 107 Response: Revised plans as noted 16. The "Typical Wall Section" on Sheet A-5 specifies R-11 /R-19 insulation for the walls while the Energy Calculations specify R-13. Revise as necessary FBC 107 Response: Revised plans as noted 917 he Energy Calculations do not include the Water Heater (#14 on the cover sheet). Revise as necessary FBC 107 Response: Revised plans as noted 018The design for the transfer of loads is the responsibility of the registered design professional, per FBC 2303.4.4. Please provide all exterior wall wood frame connectors — truss to top plate, truss to bottom plate, bottom plate to foundation. FBC 107 Response: Revised plans as noted 19.A Weather-protected/GFCI is required at the front door, per NEC 210.52(E) FBC 107 Response: Revised plans as noted 20. Sheet E-1 Note #8 is incorrect and doesn't apply the current 2014 NEC requirements. Reference the verbiage as noted in NEC 210.12(A) and NEC 210.8(A) and revise Note #8 to comply FBC 107 Response: Revised plans as noted t Page 4 C 21. The required A/C disconnect is not shown on Sheet E-1 FBC 107 Response: Revised plans as noted 22. Please show the location of the meter, service panel and interior service panel on Sheet E-1 FBC 107 Response: Revised plans as noted D21 A New and Complete Florida Product Approval Package and Product Approval Specification Sheet is required. The Florida Product Approval and corresponding installation instructions are required to be approved under the current 2017 code version and is needed for the following components: Exterior Doors (front, side entry and sliding), Garage Door, Double Hung Windows, Soffit, Roofing Underlayment, Shingles, Vents). FBC 107 Response: Revised plans as noted We remain available for further discussion and direction as necessary. Please do not hesitate to call should further clarification be required at 321-946-6222. Very truly yours, design solutionsfl, inc. Ken th E. Patterson President At. I,/ f4 > 4 L, ;;)„ir- v0"04 - K gv/F--L 1--117 „lira- S"'j 14" 5 IG " 5 P , 51E e,"jC-I,JIFS R&,JC: RI- Cc-jp eh<A T1uS5j $fti f- M-WEE" I.461 MlI CENTER OF` R' swnLE r z TYPICAL SECTION FOR FRONT AND REAR SLOPES NTS GI I PROPOSED p RESIDENCE g PPpa'' m f CENTER OF aII Swg1 E 1' 1' TYPICAL SECTION FOR SIDE SWALES NTS y If i I 15' 77' 4 ` 25' I It D0' x 2.0'N P rl7p I1 2.0 SI Xe t' x' wy3P6xlDRIVEWAYa o! PROPOSEDLu RESIDENTIAL HOME F.F.E. 28.60—Ao W aF of xe X Zw SIDE SLOPE IllIIIaa ON4 IIj{ I rcd°$ e IIIj1a W pRElpn X 61DEW.LLK B •6B I 4`P WEST 14TH STREET ^ o LOCATION MAP N_ - EXHIBIT 2 TTW ALM M IMLOTGRAOM iY f IA76R110tr0 i bpOrNtn OaJiq w+.eam p y FHA LOT TYPE'B' GRADING F.F. ELEV. 28.60 HOME U, N 0 oo CHin 9s a) M. 0 i:f S RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Jones Residence Builder Name: Design Solutions DINGStreet: 1324 Oleander Avenue Permit Office: 1 5 City, State, Zip: Sanford , FL , 32771 Owner: Permit Number: j/ _ 9. 4 ' Jurisdiction: vmFoRD Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2) FF'AR` 1. New construction or existing New (From Plans) 9. Wall Types (1824.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1543.50 ft2 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent R=13.0 280.50 ft2 4. Number of Bedrooms 4 c. N/A d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1720.0 sqft.) R= ft2 Insulation Area 6. Conditioned floor area above grade (ft2) 1720 a. Under Attic (Vented) b. N/A R=30.0 1720.00 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(100.7 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 285a. U-Factor: Dbl, U=0.61 100.67 ft2 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 34.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.417 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (1720.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1720.00 ft2 b. Conservation features EF: 0.920 b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.059 Total Proposed Modified Loads: 45.09 APASSTotalBaselineLoads: 49.49 I hereby certify that the plans andpe+yificatjo2s. cgvered_by ,._ Review of the plans and SAT ST this calculation are in compliance 't thef :. Code. Ace Air Condltionlrto specifications covered by this calculation indicates compliance Dania! VanHsest PREPARED.BY: RateF 1DBefore with the Florida Energy9Y Code. construction is completed u;rr,t .'' •.f ,..,;;, DATE: /0 /.91 this building will be inspected for io7'' t, compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: I /?. Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNETIICC 380, is not greater than 0.030 Qn for whole house. 10/18/2018 8:57 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 IKIDI IT Q1IAAnentw nut•nvi or%r..- e i Vi i VI\l IV 1 RGI'VI[.1 PROJECT Title: Jones Residence Bedrooms: 4 Address Type: Street AddressBuildingType: User Conditioned Area: 1720 Lot # Owner Name: Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Design Solutions Rotate Angle: 0 Street: 1324 Oleander AvenuePermitOffice: Cross Ventilation: County: SeminoleJurisdiction: Family Type: Single-family Whole House Fan: City, State, Zip: Sanford, New/Existing: New (From Plans) FL, 32771 Comment: CLIMATE Design Location Design Temp TMY Site Int Design Temp Heating Design Daily Temp 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1720 15480 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled lHeatedMain172015480Yes541YesYes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 204 ft 0 1720 ft= 0.6 0 0.4 ROOF 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 1924 ftz 430 W Medium 0.85 No 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' Y N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1720 ft' 0.11 Wood 10/18/2018 8:57 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 IKIPI IT CI IfU RRADV r Ur-e% l le"r dCnr%n-v r\Lr-VR I WALLS Adjacent Lnt To WapSY 8 Cavity WidthSpaceRValueFt In Ft Height Sheathing Framing Solar Below f N Exterior Frame - Wood Main 13 55 1 in Area R_VaI aFraction Ahc rGrade% 9 0 495.8 ft2 0.19 0.75 0 2 W Exterior Frame - Wood Main 13 26 0 9 0 234.0 ft2 0.19 0.75 0 3 S Exterior Frame - Wood Main 13 76 2 9 0 685.5 ft2 0.19 0.75 0 4 E Exterior Frame - Wood Main 13 14 3 9 0 128.3 ft2 0.19 0.75 0 5 N Garage Frame - Wood Main 13 20 3 9 0 182.3 ft2 0.19 0.75 0 6 E Garage Frame - Wood Main 13 10 11 9 0 98.3 02 0.19 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 4 3 6 8 20 ft2 2 N Insulated Main None 4 2 6 6 8 16.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV # Ornt 1D Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.61 0.25 N 21.3 ft2 1 ft 5 in i ft 0 in Drapesiblinds Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.61 0.25 N 8.0 ft2 1 ft 5 in 1 ft 0 in Drapesiblinds Exterior 5 3 N 1 Vinyl Low-E Double Yes 0.61 0.25 N 6.0 ft2 1 ft 5 in 1 ft 0 in Drapestblinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.61 0.25 N 21.3 ft2 1 ft 5 in 1 ft 0 in Drapestblinds Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.61 0.25 N 33.3 ft2 1 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.61 0.25 N 10.7 ft2 1 ft 5 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wail Height Exposed Wall Insulation 1 242 11:2 242 ft2 31 ft 9 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1806 99.15 186.46 3005 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 34 kBtulhr 1 sys#1 10/18/2018 8:57 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 IAIDI IT CI IMItAADV r!joe'-Iei IQT' ernr-.m-P r.... v1 wvr%LJV 1 INL-F VR I COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 14 34.6 kBtu/hr 1038 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ftz DUCTS Supply ---- V Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool i Attic 6 285 ft2 Attic 45 W Prop. Leak Free Main cfm 51.6 cfm 0.03 0.50 1 1 TEMPERATURES NProgramabl(e, Ceiling Fans: Coolin lThermostat: Jan FebHeatingiX] Mar Marki X A Aprr Jun Jul Aug Junri ri JXJ IXJVentin11 !! [ j FebJan Mar Apr l JulFeb1MayJunirlAugSepOctXNov1XIDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78787878787878787878 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 787878787878787878 Heating (WD) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 6868686868686868686868 Heating (WEH) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 6868686868686868686868 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ftz 0 ft 0.3 Main Name: Scott Palmateer Signature: Rating Compant: Scott Palmateer Date: 10/18/2018 8:57 AM EnergyGaugel& USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level 2. Single-family or multiple -family 2. _Single-family a) Supply ducts R b) Return ducts R 6.0 6.0 3. Na. of units (if multiple -family) 3. 1 c) AHU location Attic/Attic 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 34.6 5. Is this a worst case? (yes/no) 5. No a) Split system SEER b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1720 d) Room unit/PTAC EER 7. Windows, type and area e) Other 14.0 a) U-factor:(weighted average) 7a. 0.610 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 14. Heating system: Capacity 34.0 c) Area 7c. 100.7 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE 0 Other 8.20 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. Yes e) Multizone heating credit f) Programmable thermostat No Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 1324 Oleander Avenue City/FL Zip: Sanford, FL 32771 10/18/2018 8:57:42 AM EnergyGauge® USA 6.0.02 - RaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1324 Oleander Avenue Permit Number: Sanford , FL, 32771 IVIHINU 1 vK r Kr.WU1KLMLN T5 See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecodecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveio'ft building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third parry shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour In Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shalt be turned off: 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 10/18/2018 8:57 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page t of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through t , where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope: Such rooms shall be seated and insulated in accordance with the envelope requirementsofTableR402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall befullygasketedandanywaterlinesandductsintheroominsulatedinaccordancewithSectionR403. The combustion air duct shall be insulated where itpassesthroughconditionedspacetoaminimumofR-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be seated to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be seated with a gasket or caulk between the housing and the interior wail or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. El R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passagewaysforairdistributionsystemsshallbeconsideredductsorplenumchambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance. with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (I), Florida Statutes, to be "substantially leak free" inaccordancewithSectionR403.3.3. I 1 R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percentL _I of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. Registers shalt be taped or otherwise sealed during thetest. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41 "C) or below 55"F (13"C) shall be insulated to a minimum of R-3. oR403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. El pipe Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/18/2018 8:57 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or adownwardandupwardbendofatfeast3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank. R403.5.6 Water heater efficiencies (Mandatory). o R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140'F (38'C to 60°C). ElR403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory ofCertifiedSolarSystems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. oR403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AiRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 10/18/2018 8:57 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not lessthanthecalculatedtotalloadbutnotmorethan1.15 times greater than the total load calculated according to the procedure selected inSection403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of theequipmentshallnotbelessthanthecalculatedlatentload. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer'sexpandedperformancedatashallbeusedtoselectcooling -only equipment. This selection shall be based on the outdoor design dry-bulbtemperaturefortheloadcalculation (or entering water temperature for water -source equipment), the blower CFM provided by the expandedperformancedata, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the loadcalculationandshallbeadjustedforreturnsidegainsifthereturnduct(s) Is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity ofequipmentmaybesizedinaccordancewithgooddesignpractice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to SectionR403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even ifthedesignheatingloadis1.15 times greater than the design cooling toad. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burnersshallnotbelessthanthedesignloadcalculatedinaccordancewithSectionR403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on anintermittentbasis, 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. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsC403andC404oftheIECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spasshallbeinaccordancewithSectionsR403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with thissection. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers_or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSi Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/18/2018 8:57 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pump's are not required to meet this standard. R403.11 Portable spas (Mandatoryl)he energy consumption of electric -powered portable spas shall be controlled by therequirementsofAPSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 10/18/2018 8:57 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Jones Residence Builder Name: Design Solutions Street: 1324 Oleander Avenue Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: YOwner: Jurisdiction: v wDesignLocation: FL, Sanford v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, Breaks or joints in the air barrier shall be sealed. 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, The insulation in any dropped ceiling/soffit Access openings, drop down stairs or knee wall doors to shall be aligned with the air barrier. unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame wallsThejunctionofthetopplateandthetopofexteriorwallsshallbeshallbeinsulatedbycompletelyfillingthecavitysealed. Knee walls shall be sealed. with a material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed toincluding above -garage insulation. maintain permanent contact with the underside of and cantilevered subfloor decking, or floor framing cavity Insulation floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed fighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the buildingshallbesealedtothedrywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall behind olnin wiring- Shower/tub on exterior wall The air barrier Installed at exterior walls adjacent to showers and extend -and Exterior walls adjacent to showers and tubs shall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -seated boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition incnertinn n Inn w ue eh ll hn in nr tonne ..dlL E .w..: c N.vrw.v. v1 1 -wvv. 10/18/2018 8:57 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page i of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: I Permit #: Builder: Design Solutions Community: Lot: NA Address: 1324 Oleander Avenue City: Sanford State: FL Zip: 32771 x 60 _ 15480 - CFM(50) Building Volume ACH(50) FIPASS 1-1 When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Method for calculating building volume: O Retrieved from architectural plans Code software calculated O Field measured and calculated R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNETACC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.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 thecode 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, If installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Company Name: Phone: 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Printed Name of Tester: License/Certification #: Date of Test: Issuing Authority: 10118/2018 8:58:03 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Duct Leakage Test Report Residential Prescriptive, Performance or ER1 Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Builder: Design Solutions Community: Lot: NA Address: 1324 Oleander Avenue City: Sanford System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any cfm25 Total of all cfm25 1720 - Qn Total of all Total Conditioned systems Square Footage PASS FAIL State: FL Zip: 32771 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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, Company Name: Phone: I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 10/18/2018 8:58:10 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Building Analysis Entire House Design Solutions P.O. B°x 607372, Orlando, FL 32860 For. Jones Residence 1324 Oleander Avenue, Sanford, FL 32771 Job: Jones Residence Date: 8/27118 By: Dan VanHeest Design Conditions,.: Location: Sanford, FL, US indoor: Indoor temperature (OF) Heating 70 Cooling 75Elevation: 55 ft Latitude: 28ON Design TD (OF) Relative humidity (%) 32 50 18 50Outdoor: Heating Cooling Moisture difference (gr/lb) 27.8 43.5 D bulb °F )38 Infiltration: Daily range °F) 20 ( M) Method SimplifiedWetbulb(" ) - Wind speed (mph) 15.0 76 7.5 Construction quality Fireplaces Average 0 Component Btuh/ft2 Btuh of load Walls 2.9 4102 15.7 Glazing 19.5 2056 7.9 Doors 12.5 255 1.0 Ceilings 1.0 1737 6.7 Floors 3.2 5396 20.7 Infiltration 2.2 3397 13.0 Ducts 6327 24.3 Piping 0 0 Humidification 0 0 Ventilation 2810 10.8 Adjustments 0 Total 260801 100.0 P: Coolin Component Btuh/ft2 Btuh of load Walls 2.2 3141 13.5 Glazing 18.1 1908 8.2 Doors 11.5 235 1.0 Ceilings 1.7 2877 12.4 Floors 0 0 0 Infiltration 0.7 1006 4.3 Ducts 7944 34.1 Ventilation 1581 6.8 Internal gains 4590 19.7 Blower 0 0 Adjustments 0 Total 23282 100.0 Latent Cooling Load = 6249 Btuh Overall U-value = 0.086 Btuh/ft2 °F Data entries checked. Ceilings Inflitration Ventilation Gains wr!"tsoft` 2018-Aug-2711:59:58 1--- »• • Right-SulteO Universal 2018 18.0.16 RSU00269 Page lsRCAS ...atbns'Design SolutionsVones Residence REV.rup Catc= MJ8 Front Door faces: E Component Constructions Job: Jones Residence Entire House Date: 8127118 anVaBy: Dan VanHeest Design Solutions P.O. Box $07372, Orlando; FL32860 For. Jones Residence 1324 Oleander Avenue, Sanford, FL 32771 Location: Sanford, FL, US Indoor: Heating Cooling Elevation: 55 ft Indoor temperature (OF) 70 75 Latitude: 28°N Design TD (OF) Relative humidity (%) 32 50 18 50Outdoor: Heating Cooling Moisture difference (gr/lb) 27.8 43.5Dbulb °F 38 20 Infiltration: Daily range (OF) Wet bulb (OF) M) Method Simplified Wind speed (mph) 15.0 76 7.5 Construction quality Fireplaces Average 0 111.... Construction descriptions or Area U-value Insuf R Htg HTM Loss Cig HTM Gain Watts M ftM' 'F ft? h 'FMD ekmi Bhh ak"w am 12C-Osw: Frm wan, stucco eA, 1/2" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud n 457 0,091 13.0 2.91 1331 2.23 1019 a 94 0.091 13.0 2.91 275 2.23 210 s 628 0.091 13.0 2.91 1829 2.23 1400 w 230 0.091 13.0 2.91 668 2.23 512 all 1409 0.091 13.0 2.91 4102 2.23 3141 Partitions none) Windows 2 glazing, cir ouir, air gas, mil no brk frm mat, cir innr, 1/4" gap, 1/4" n thk: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, n 1/4" thk; NFRC rated (SHGC=0.25); 1.5 ft overhang (4 ft window ht, e1ftsap.); 6.67 ft head ht s all 2 glazing, cir outr, air gas, mtl no brk frm mat, olr innr, 1/4" gap, 1/4" s thk: 2 glazing, dr outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 1.5 ft overhang (6.8 ft window ht, 1 ft sap.); 6.67 ft head ht Doors 11 DO: Door, wd sr type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 22A-tpl: Bg floor, light dry soil, on grade depth, tile flr fnsh 16 0.610 0 19.5 312 16.2 260 22 0.610 0 19.5 429 16.2 357 11 0.610 0 19.5 221 33.9 384 22 0.610 0 19.5 429 16.2 357 71 0.610 0 19.5 1392 10.0 1357 34 0.610 0 19.5 664 16.2 552 e 20 0,390 0 12.5 255 11.5 235 1697 0.032 30.0 1.02 1737 1.70 2877 83 0.989 0 31.6 2627 0 0 88 0.989 0 31.6 2769 0 0 1 - wright5oft" 2018-Aug-2711:59:59 w.., ..-..,ti.,. Right-Suile-0 Universal 2018 18.0.16 RS000269 CA ..AUonsVe-ign SotuUon$Vones Residence REVrup Calc = NWB Front Door races: E Page 1 P.O. Box 607372, Orlando. FL328M Project Summary Entire House Design Solutions For: Jones Residence 1324 Oleander Avenue, Sanford, FL 32771 Notes: Job: Jones Residence Date: 8/27118 By: Dan VanHeest it 1 . Design Infoir`mat on ' Weather. Winter Design Conditions Outside db 38 ° Inside db 70 F Design TD 32 OF Heating Summary Structure 19754 Btuh Ducts 6327 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Pi in Equipment load 26080 Btuh Infiltration Sanford, FL, US Method Simplified Construction quality Average Fireplaces 0 Area He tin Coolingg ft2) 1697 1697 Volume (ft 15269 15269 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 97 51 Heating Equipment Summary Make York Trade JOHNSON CONTROLS Model YHE35B21 AHRI ref 9100589 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF Backup: 8.5 HSPF 33427 BFuh @ 47°F O 1147 cfm 0.044 cfm/Btuh 0.50 in H2O Input = 7 kW, Output = 24387 Btuh, 100 AFUE Summer Design Conditions Outside db Inside db 75 °F Design TD 18 OF Daily range Relative humidity M 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 15338 Btuh Ducts 7944 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 22816 Btuh Latent Cooling Equipment Load Sizing Structure 4465 Btuh Ducts 1783 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 6249 Btuh Equipment Total Load (Sen+Lat) 29065 Btuh Req. total capacity at 0.80 SHR 2.4 ton Cooling Equipment Summary Make York Trade JOHNSON CONTROLS Cond YHE35B21 Coil AE36BBE21 AHRI ref 9100589 Efficiency 12.0 EER,14.25 SEER Sensible cooling 27520 Btuh Latent cooling 6880 Btuh Total cooling 34400 Btuh Actual air flow 1147 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.79 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. nright_so_ft^ 2018-Aug-27 11:59:59Right-Sulte®Unl..12018 18.0.16 RSL100269 Page 1 abonsDesignSolutionslknesResidenceREVrup Calc=MA FrontDoorraoes: E Job #: Jones Residence Performed by Dan VanHeest for: Jones Residence 1324 OleanderAvenue Sanford, FL 32771 Sheet 1 Design Solutions P.O. Box 607372 Orlando, FL 32860 Scale: 1 : 113 Page 1 Right -Suite® Universal 2018 18.0.16 RS000269 2018-Aug-27 12:00:02 olutlonWones Residence REV.rup Duct System Summary Entire House Design Solutions P.O. Box607372, Orlando, FL32860 0 0F, I0 For: Jones Residence 1324 Oleander Avenue, Sanford, FL 32771 Job: Jones Residence Date: 8127/18 By: Dan VanHeest Heating Cooling External static pressure 0.50 in H2O 0,50 in H2O Pressure losses 0.18 in H2O 0.18 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply / return available pressure 0.211 / 0.109 in H2O 0.211 / 0.109 in H2O Lowest friction rate 0.101 in/100ft 0.101 in/100ft Actual air flow 1147 cfm 1147 cfm Total effective length (TEL) 317 ft Supp4y.,Brand Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bain h 1646 72 52 0.137 5.0 OxO VIFx 24.4 130.0 SO Bed 2 C 2458 117 121 0.110 7.0 OxO VIFx 42.2 150.0 st2 Bed 3 C 2360 110 116 0.108 7.0 OxO VIFx 45.7 150.0 st2 Bed c 2383 115 117 0.140 7.0 OxO VIFx 20.2 130.0 stl Kitchen -A c 4854 198 239 0.162 9.0 Ox 0 VIFx 15.2 115.0 Living Room c 2468 91 122 0.140 7.0 OxO VIFx 21.2 130.0 stl Living Room•A c 2468 91 122 0.136 7.0 OxO VIFx 25.3 130.0 stl Balk h 2964 130 78 0.101 7.0 OxO VIFx 53.9 155.0 st2 Bed h 3987 175 148 0.104 8.0 OxO VIFx 48.4 155.0 st2 vwc h 1065 47 32 0.104 4.0 OxO VIFx 48.7 155.0 st2 Supply. Trurik Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 579 495 0.101 542 14.0 0 x 0 VinlFlx stl stl Peak AVF 949 908 0.101 537 18.0 0 x 0 VinlFlx Bold9talfc values have been manually overridden wrightsoft- 2018-Aug-2711:59:59 Right -Suite® Universal 201818.0.16 RS000269 Page 1MCA...ationslDesignSolutionsVonesResidence REVrup Calc=MJ8 Front Door laces: E Return Name Grille Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1147 1147 108.0 0.101 649 18.0 Ox 0 VIFx rst4 4. Return Trunk Detail Table T. Name Trunk Type Htg cfm) CIg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk rst4 Peak AVF 1147 1147 0.101 1073 14.0 0 x 0 VinIFIX wrightsoft" 2018-Aug-2711:59:59 Right Suite® Universal 201818.0.16 RS000269 Page 2 ACCA...afions'DesignSolutlonsVonesResidence REV.rup Gale -MJ8 Front Door faces E CI f GYM!:' S 5/r1.1j S5`JI 5 O Z o OMZ-50-LO :ale(] m epuol suoilnIog u5isaQ :auaeN aawolsno O o < O seuo, Auoi :uoildiaosaa qor 19Z LL LO I 06t1 i U U 6 Q z ® ¢ RECORD Copy ALPINE AN RW C(VA ANY Cifn 1"fnrmnfinn• Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www.alpineitw.com Customer , v. Progress ,Truss, LLC Job Number. 1815073 JobDescription: Tony Jones Address: 1324 Oleander Ave City, State, Zip: SANFORD, FL 32771 Name, Address and License # of Structural FOR if one exists for the building: Name: License #.- Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Wind Standard: ASCE 7-10 State: View Version: 18.01.00.0323.07 JRef #: 1 WdW78790001 Wind Speed (mph): 140 Roof Load (pst): 20.00-10.00- 0.00- Floor Load (pst): None 10.00 This package contains a job notes page, 22 truss drawings and 3 details. Item Seal # Truss 1 240.18.1529.06190 A01 3 240.18.1529.11290 A03 5 240.18.1529.14573 A05 7 240.18.1529.16990 A07 9 240.18.1529.19100 A09 11 240.18.1529.27647 All 13 240.18.1529.30070 CJ 1 15 240.18.1529.36377 CJ3 17 240.18.1529.40257 CJ5 19 240.18.1529.43223 EJ7 21 240.18.1529.45643 HJ10 Item Seal # Truss 2 240.18.1529.08790 A02 4 240.18.1529.13293 A04 6 240.18.1529.15813 A06 8 240.18.1529.18070 A08 10 240.18.1529.25943 A10 12 240.18.1529.28780 Al2 14 240.18.1529.32087 CJ1A 16 240.18.1529.39143 CJ3A 18 240.18.1529.41553 CJ5A 20 240.18.1113.18441 EJ7A 22 240.18.1529.48660 HJ10A This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. H 41 F_Nse.4 •-. 4* No. 70861 4STATE OF oc.`••..c 0MV011 NAL 08/29/2018 Florida Certificate of Product Approval #FL1999 Printed 8/29/2018 11:23:47 AM Job Number: 1815073 Ply: 1 SEQN: 499168 / T7 COMN Cust: R7879 JRef: 1WdW78790001 Tony Jones city: 7 FROM: CC DrwNo: 240.18.1529.06190 Truss Label: A01 SSB / BAF 08/28/2018 610'1 + 13' 6'10'1 6'1.15 61"15 1115Xp6 26' 6'10"1 9 6'3"11 13 26' 6'3"11 19'311 8„A25' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 10.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.391 1 788 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.801 1 385 240 B 1174 /- /- /665 /- /156 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.325 H - - F 1174 /- /- /665 Des 40.00 EXP: B Kzt: NA HORZ TL 0.666 H Wind reactions based on MWFRS NCB CLLd: L: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0P B Brg Width = 8.0 Min Reg = 1.5 Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.657 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 sfP MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.708 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.564 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): IChords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.33 WAVE VIEW Ver: 18.01 00 0323 07 B - C 635 - 4172 D - E 450 - 3399 Lumber C - D 467 - 3399 E - F 672 -4172 Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Wind B - J 3801 - 482 1 - H 3846 - 536 Wind loads based on MWFRS with additional C&C J - 1 3846 -477 H - F 3801 542 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 302 -636 D -I 2496 -244 1- E 292 -636 zt;°'`, AGE o. T08 1 i COA' ONgL 08/29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigqid ceillnq Locations shown for permanent lateral restraint of webs shall have bracing insTailed per BCSI sections B3, B7 or B10, as appllcab-le. Apply Oates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITV BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µmw,,,,w,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , _ 6750 Forum Drive listing this drawing indicates acceptance of rofessionaT engineering responsibilitty solely for the design shown. The suitability Suite 305anduseofthisdrawingforanystructureistheresponsibiliqoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w A inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499171 / T8 COMN rCu" st: R7879 JRef: 1WdW78790001 Tony Jones Qty: 2 FROM: CC No: 240.18.1529.08790 Truss Label: A02 / BAF 08/28/2018 6'101 13' 15'5" 19'7"8 26' 6,10„1 6'1„15 -i 2%., 12„86.4 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1114x6D 26' 6'0"5 6'3"11 + 22 + 4'0"12 + 6'4"8 1 6' '" 13' 15'6'12 19'7" 1 26' 6 Wind Criteria Wind Std: ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP 2700f-2.2E 72 2x4 SP #2: Bot chord 2x4 SP #2 :131 2x4 SP SS Dense: Webs 2x4 SP #2 Plating Notes All plates are 1.5X4 except as noted. I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS DefI/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.374 L 825 360 VERT(CL): 0.761 L 405 240 HORZ(LL): 0.278 1 - - HORZ(TL): 0.567 1 Creep Factor: 2.0 Max TC CSI: 0.658 Max BC CSI: 0.963 Max Web CSI: 0.569 VIEW Ver: 18.01,00.0323.07 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1172 /- /- 1661 /- /176 G 1165 /- /- /673 I- /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 677 - 4185 E - F 656 - 4178 C - D 494 - 3320 F - G 361 -1869 D - E 497 - 3243 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3815 - 547 M - J 3810 - 450 N - M 3855 - 542 I - G 1600 - 243 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - M 311 - 727 J - 1 2038 - 309 M - E 211 - 882 J - F 2097 -195 D - M 2519 - 325 1 - F 219 -1227 E - J 682 -102 08/29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyrigqid ceillnp Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint- Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ig of trussesA seal on this drawing or cover pa e slbilitty solely for the design shown. The suit9ability esigrfer per ANSI/TPI 1 Sec.2. TPI: www. tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsaf ALPINE M M COM- 6750 Forum Drive Suite 305 Orlando FL, 32821 IF'I 1, or torn acceptance any structure Job Number: 1815073 Ply: 1 SEQN: 499173 / T11 COMN Cust: R7879 JRef: 1WdW78790001 Tony Jones Qty: 6 FROM: CC DrwNo: 240.18.1529.11290 Truss Label: A03 SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL' 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'10"1 13' 17'1" 20'S"8 26' 6'10"1 6.1••15 ' 4.1.. " i- 3.4..6 e Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP 2700f-2.2E :T2 2x4 SP #2: Bot chord 2x4 SP SS Dense :133 2x4 SP #2: Webs 2x4 SP #2 Plating Notes All plates are 1.5X4 except as noted. 1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads based on MWFRS with additional C&C member design. ui4x6D 26' 6'3" 11 4'2"12 3'2"12 13' + 17'2"12 r 2i) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.384 L 804 360 VERT(CL): 0.782 L 394 240 HORZ(LL): 0.291 1 - - HORZ(TL): 0.594 1 Creep Factor: 2.0 Max TC CSI: 0.658 Max BC CSI: 0.712 Max Web CSI: 0.566 VIEW Ver: 18.01.00.0323.07 H. o.708 I a • i a SAT 0 Q A ••.•%C ti .•' A• w COA'AL 266'' 8 + 1'4" Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1172 /- /- /662 /- /173 G 1166 /- /- /674(- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 671 - 4185 E - F 745 - 4604 C - D 493 - 3332 F - G 359 -1897 D - E 486 - 3294 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3815 - 537 M - J 4280 - 565 N - M 3855 - 531 I - G 1631 - 249 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 310 -715 J - 1 2106 -321 M - E 298 -1204 J - F 2466 - 293 D - M 2508 - 296 1 - F 232 -1350 E - J 525 - 74 08/29/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingonentSfetyInformation, byv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary g per BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly etl d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, licable. Apply plates to each face, of truss and position as shown above and on the Joini9Details, unless noted otherwise. f efer to igs 160A-Z for standard plate positions. a division of ITW Buildincql Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the n conformance with ANSI/TPI 1, or for handlinn, shipping, installation and bracing of trussesA seal on this drawing or cover page. this drawing,indicates acceptance of ro) esslonaT engineering responstbilitt solely for the design shown. The sui ability Ise of this drawing for any structure is fhe responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. e information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com_TPI_ www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsal ALPINE AN nw COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 u SEQN: 499175 / T10 COMN Cust: R7879 JRef: 1 WdW78790001 Tony Jones Qty: 6 FROM: CC DrwNo: 240.18.1529.13293 Truss Label: A04 SSB / BAF 08/28/2018 Loading Criteria (psf) TOLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'10"1 13' 15'7" 19'8"8 26' 6'10"1 '{- 6'1"15 27" 41"8 T 6'3"8 N 6'8"5 8" Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP 2700f-2.2E :T2 2x4 SP #2: Bot chord 2x4 SP #2 :131 2x4 SP SS Dense: Webs 2x4 SP #2 Plating Notes All plates are 1.5X4 except as noted. 1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads based on MWFRS with additional C&C member design. 1114X6D 26' 11 + 2'812 F 3'11"12 13' 15'8"12 19'8"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.376 L 820 360 VERT(CL): 0.766 L 402 240 HORZ(LL): 0.281 1 - - HORZ(TL): 0.572 1 Creep Factor: 2.0 Max TC CSI: 0.658 Max BC CSI: 0.970 Max Web CSI: 0.568 VIEW Ver: 18.01.00.0323.07 H .,,,, 0.708 1 t S AT O i :. 4 Q, 4 A UNAL 6'3"8 _ 1-4" 26' Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1172 /- /- /661 /97 /176 G 1165 /- /- /673 /99 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 677 - 4185 E - F 665 - 4219 C - D 494 - 3320 F - G 361 -1872 D - E 496 - 3248 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3815 - 546 M - J 3856 - 461 N - M 3855 - 541 I - G 1604 - 243 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - M 311 - 728 J - 1 2045 - 310 M - E 218 - 905 J - F 2132 - 205 D - M 2518 - 322 1 - F 220 -1238 E -J 661 -99 08/29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fsses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by t TPI an SBCA) iof safety practices prior to performing these functions. Installers shall provide temporary Icin per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly sch6d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, appllcab-le._ Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to a division of ITW Build in;cjLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pae this drawingq indicates acceptance of ro essiona engineering responsibili solely for the des i n shown. The suitability e of this drawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINENE uu my cmnaurr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499177 / T6 COMN Cust: R7879 JRef: 1WdW78790001 Tony Jones Qty: 2 FROM: CC DrwNo: 240.18.1529.14573 Truss Label: A05 SSB / BAF 08/28/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'10"1 13' 18' 201111" 26' 6'10"1 1' 61ZF15 I' 5' 7 2 Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP 2700f-2.2E :T2 2x4 SP #2: Bot chord 2x4 SP SS Dense :B3 2x4 SP #2: Webs 2x4 SP #2 Plating Notes All plates are 1.5X4 except as noted. 1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind Wind loads based on MWFRS with additional C&C member design. 6'3"11 13' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS 11106D 26' 5'1"12 18'1"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.399 L 773 360 VERT(CL): 0.814 L 379 240 HORZ(LL): 0.303 1 - - HORZ(TL): 0.618 1 Creep Factor: 2.0 Max TC CSI: 0.659 Max BC CSI: 0.711 Max Web CSI: 0.670 VIEW Ver: 18.01.00.0323.07 J4 N%1S •- Of o. 708 1 ' s ' a ;• SAT O .: CONODONAI. Sxti 2'9"4 _ 5'1. 1'4" 20'11" 26' , Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- ! Rh / Rw / U / RL B 1173 /- /- /662 I- /172 G 1167 /- /- /674 I- !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 666 - 4183 E - F 799 - 4851 C - D 494 - 3345 F - G 358 -1908 D - E 482 - 3326 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3812 - 531 M - J 4553 - 633 N - M 3853 - 525 1 - G 1644 - 251 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - M 307 - 699 J - 1 2147 - 327 M - E 359 -1436 J - F 2689 - 353 D - M 2497 - 283 1 - F 241 -1434 E - J 466 - 59 08/29/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$cLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI PI 1, or for handling shippintq, installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing, indicates acceptance of pro essiona engineering responsibilittyv solely for the desi n shown. The su' ability and use of this drawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 7 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINEIE 1 co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499179 / T1 COMN Gust: R7879 JRef: 1 WdW78790001 Tony Jones Qty: 3 FROM: CC Dnallo: 240.18.1529.15813 Truss Label: A06 SSB / BAF 08/28/2018 6'11" 122"4 13' 18 20'11" 6'11" 5'3"4 9" 2 5' 2'11" 1114X6 SS0514(-') 1) 77X10 . 7X8 E K1.1 26' 5-1„ r 1'4"+ 6'11" + 5'3" 5'11"12 + 2'9"4 r 5'1" + 14 -; 6.11" 12'2" 18'1"12 20'11" 26' Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 40.00D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP 2700f-2.2E 72 2x4 SP #2 Bot chord 2x4 SP #2 :132 2x4 SP SS Dense: Webs 2x4 SP #2 :W4 2x4 SP SS Dense: Plating Notes All plates are 5X6 except as noted. 1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.422 N 730 360 VERT(CL): 0.856 N 360 240 HORZ(LL): 0.320 J - - HORZ(TL): 0.650 J Creep Factor: 2.0 Max TC CSI: 0.523 Max BC CSI: 0.597 Max Web CSI: 0.683 VIEW Ver: 18.01.00.0323.07 o..08 1 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1162 /- /- /671 I- /163 H 1163 /- /- /670 I- /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 362 -1853 E - F 474 - 3286 C - D 661 - 5060 F - G 800 - 4836 D - E 494 - 3136 G - H 358 -1900 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Com B - R 1585 - 211 O - K 4540 - 635 P - O 5051 - 454 J - H 1637 - 250 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - R 206 -1239 O - F 369 -1465 C - P 2939 -190 F - K 461 58 R - P 2052 - 273 K - J 2137 326 P - D 4461 - 436 K - G 2685 356 D - O 417 - 3796 J - G 241 1427 O - E 2344 - 313 08/29/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a propperly per BCSI sections B3, B7 or B10, unless noted otherwise. Refer to Alpine, a division of ITW Buildinq Components Group Inc. shall not be. responsible for any deviation -from t fiF'I l,or Torr acceptance any structure his drawing,any failure to build the on this drawing or cover paqe Le design shown. The suiFability ALPINE m I w.mm Y 6750 Forum Drive Suite 305 Orlando FL, 32821 For TPI: Job Number: 1815073 Tony Jones Truss Label: A07 5'10" 1 5'10"1 Ply: 1 Qty: 1 11' 15' i 5'115 4X6 =4X8 D E SEQN: 499181 / T3 HIPS Cust: R7879 JRef: 1WdW78790001 FROM: CC DrwNo: 240.18.1529.16990 SSB / BAF 08/28/2018 18' 20'11" 26' 3' 2'11" 5'1.. 8 26' 3'9" 3'3"4 14'10"8 18'1"12 T 7 29"4 5'1" 1'4" 2011" + 26' ~ Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.386 M 798 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.787 M 392 240 B 1171 /- /- /660 /100 /152 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.298 J - - H 1164 /- /- /671 /101 /- EXP: B Kzt: NA Des Ld: 40.00 HORZ : 0.607 JTL ) Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 TCDL: 5.0 psf 00Soffit: 2BCDL: 5.0 sf pBldg Code: FBC 2017 RES Max TC CSI: 0660 H Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.822 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.599 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.33 WAVE, HS VIEW Ver: 18.01 00 0323 07 B - C 779 - 4097 E - F 686 - 3551 Lumber C - D 666 -3670 F - G 945 -4816 Top chord 2x4 SP #2 :T1 2x4 SP SS Dense: D - E 634 - 3309 G - H 412 -1906 Bot chord 2x4 SP SS Dense :62, B4 2x4 SP #2: Webs 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. B - P 3723 - 639 N - K 4466 - 760 1) - plates so marked were sized using 0% P - O 3779 -640 J - H 1642 -300 Fabrication Tolerance, 0 degrees Rotational O - N 3225 -454 Tolerance, and/or zero Positioning Tolerance. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. D - O 1274 -181 K - J 2146 - 390 N - E 1311 - 214 K - G 2654 - 433 y gff1111prrrrlry r r' N - F 296 -1197 J - G 287 -1434 F- K 617 -100 o 0.708 1 y, At1 SAT .: og F coax TONAL 08/ 29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for sa>Pety practices prior to performing these functions. Installers shall provide temporarryY bracing perBCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pry attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, ofptruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildinhComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the _ co~ truss in conformance with ANSI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pale , _ 6750 Forum Drive listing this drawing indicates acceptance of pro esslonaT engineering responsibiet solely for the design shown. The su bllity Suite 305 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.imsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499208 / T5 HIPS Cust: R7879 JRef: 1WdW78796 1 Tony Jones Qty: 1 FROM: CC DrwNo: 240.18.1529.18070 Truss Label: A08 SSB / BAF 08/28/2018 4'10"1 9' 12'10"12 + 1T + 18'I 21-1 4'10"1 491',5 3'10"12 4'1"4 1' 3'1" 4X6 SS0514 4X6 =3X8 =6X8 D E F g6X8 26' 4'11„ onotr i) = 5X6= vnvtr 26' 1'4" 4'0"5 _ 4,5„3 3'9"4 3,9„4 -I_1,4„ 3,1„ I' 4,8"5 9'1"8 12'10"12 T 16'8" T 18'T 21'1" 26' T 8" 8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.481 O 641 360 Loc R+ / R- / Rh / Rw / U / RL B 1168 /- !- /653 /103 /131BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.977 O 315 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.336 K - - 1 1161 /- /- /665 /104 /- Ld: EXP: Des 40.00 B Kzt: NA HORZ TL 0.682 K Wind reactions based on MWFRS Code / Misc CriteriaCLNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Br Widthg = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 5.0 psf BCDL: 5.0 sfP Bldg Code: FBC 2017 RES Max TC CSI: 0.888 1 Br Width = 8.0 Min Re 1.5gq = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.709 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.830 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.01.00.0323.07 B - C 807 - 3916 F - G 819 - 3803 C - D 782 - 3977 G - H 1210 - 5935 Wind Duration: 1.33 WAVE, 18SS Lumber Top chord 2x4 SP #2 :T1 2x4 SP SS Dense: D - E 754 - 3630 H - 1 443 -1913 Bot chord 2x4 SP SS Dense B3 2x4 SP #2: E - F 777 -3581 Webs 2x4 SP #2 :W9 2x4 SP SS Dense: Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. B - R 3538 - 669 P - N 3900 - 672 Wind R - Q 3613 - 676 IN- L 5466 -1000 Wind loads based on MWFRS with additional C&C Q - P 3900 -673 K - 1 1654 -329 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - Q 1442 - 240 L - K 2143 - 427 gttuftnturtru r, N - F 1376 -282 L - H 3675 -643 N - G 568 - 2734 K - H 323 -1475 1 '•peeO•••••• G - L 2938 -543 NY.e°GE s pa. !9 08 1 II SAT O l • w<4 fir. o °••••..•,,...•• NUS coma TONAL a,• 08/29/201 s WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, asapplicable. Apply plates to each face otptruss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinh1Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ,wrrwmMvu+r truss in conformance with ANSI 1, or for handling, shlppiniq, installation and bracing of trussesA seal on this drawing or cover pae 675o Forum Drive listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Fos anduseofthisdrawing, for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32821 Job Number: 1815073 Tony Jones Truss Label: A09 Ply: 2 Qty: 1 SEQN: 499213 / T4 FROM: CC HIPS Cust: R7879 JRef: 1WdW78790001 DnwNo: 240.18.1529.19100 SSB / BAF 08/28/2018 2 Complete Trusses Required 3'4"14 7' 1011"14 14'10"13 19' 23'0"2 26' 3, 4 "14 11 3'7"2 3'"14 3'10"15 I' 4'1"3 + 4'0"2 + 2'11„14 1 8X8 7X8 - 3E SS0514 D F 38 G12 T6l 4C4Hu) S R Q N pl§1 6X(3 T3 r, SS0612 3X8 En N B 1T 4- 3 A J 4 P M 3X8( F1) a 1113XO4 5X6=3X6(At) 26' 1' 4" i 2'7"2 --II-- 3'11"14 --II-- 3'8"14 --II-- Tl0"15 -I- T2"15 6"12 4'3"10 2'11"14 8' i' TY2 T TY 8' T 10'11"14 T 14'10.i3 T 18'1"12 1188"8 23'0'2 26' 1 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.570 F 541 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 1.145 F 269 240 B 2481 /- /- /- /291 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.381 K - - 1 2467 /- /- /- /290 /- Des EXP: B Kzt: NA HORZ TL 0.765 K Wind reactions based on MWFRS CLLd: 0.000 NCBCLL: 0.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 2.0 B Br Width g = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 5.0 psf BCDL: 5.0 sf PBldg Code: FBC 2017 RES Max TC CSI: 0.817 1 Br Width = 8.0 Min Re 1.5 gq = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.836 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: No Max Web CSI: 0.720 pMembers not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.33 WAVE, 18SS VIEW Ver: 18.01.00.0323.07 B - C 470 -4223 F - G 733 -6364 Lumber Wind C - D 649 - 5634 G - H 661 - 5845 Top chord 2x4 SP SS Dense :T3 2x4 SP #2: Wind loads and reactions based on MWFRS. D - E 616 -5442 H - 1 269 -2400 Bot chord 2x4 SP SS Dense Webs 2x4 SP #2 :W10 2x4 SP SS Dense: Lateral) brace chord above/below filler at 24" OC yE - F 733 -6364 or as designed) including a lateral brace on chord Nailnote directly above/ below both ends of filler (if no rigid Maximum Bot Chord Forces Per Ply (Ibs) diaphragm exists at that point) Chords Tens.Comp. Chords Tens. Comp. NallSchedule.0.128 x3 , min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.33 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 plf at 19.00 TC: From 62 plf at 19.00 to 62 plf at 27.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 21 plf at 0.00 to 21 plf at 7.25 BC: From 10 plf at 7.25 to 10 plf at 18.71 BC: From 20 plf at 18.71 to 20 plf at 26.00 BC: From 4 plf at 26.00 to 4 plf at 27.33 TC: 324 lb Conc. Load at 7.03 TC: 187 lb Conc. Load at 9.06,11.06,13.00,14.94 TC: 184 lb Conc. Load at 16.94 TC: 259 lb Conc. Load at 18.97 BC: 433 lb Conc. Load at 7.03 BC: 136 lb Conc. Load at 9.06,11.06,13.00,14.94 BC: 133 lb Conc. Load at 16.94 BC: 484 lb Conc. Load at 18.97 Plating Notes B - T 3779 - 418 Q - N 5534 - 619 T - S 3968 - 434 N - L 5549 - 618 S - R 6402 - 738 K - 1 2114 - 235 R - Q 6402 - 738 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. gUrrrrnrurrrupy N H Yir C - S D- S 1386 - 173 2155 - 211 L - M 99 - 622 L- G 2089 -190 40pea•es.•'1 i S -E 130 -1022 L-K 2160 -2W E S'•• e ••• Q - G N - O 873 - 120 839 - 78 L - H 3190 - 362 K - H 126 - 958 e S i ° Q. 19 08 I 0e e SAT 0 .: nk, A E . All plates are 1.5X4 except as noted. COA Ags® rht a 08/ 29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. fiefer to drawings 160A-Z for standard plate positions.ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _ wcoMenKr truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , _ 6750 Forum Drive listingthisdrawingindicatesacceptanceofro) essionaf en ineerin( res onsibilitty sole) for the des iggn shown. The suit9ability Suite 305 andseofthisdrawingforanystructureistpheresponsibilityoftheBuildingDesigrSerperyANSI/TPI 1 Yc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499215 / T16 HIPS Cust: R7879 JRef: 1 WdW78790001 Tony Jones Qty: 1 FROM: CC DrwNo: 240.18.1529.25943 Truss Label: A10 SSB / BAF 08/28/2018 N:5'8 "+ 11' 15' 5 5 5'3"11 4' N8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 :T1 2x4 SP SS Dense: Bot chord 2x4 SP #2 :B1 2x4 SP SS Dense: Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. 4X6 4X8 =5X10 D E 26' 5'37 11'1 "8 14'3" 20'1" 5'1" 5'4" S 20'1" 26' 5'11- 5'11" 1'4" 26' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.352 M 875 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.717 M 430 240 B 1169 /- /- /659 /100 /155 Snow Duration: NA HORZ(LL): 0.269 1 - - G 1162 /- /- /671 /102 /- HORZ(TL): 0.547 1 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.667 G Big Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.834 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.569 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 18.01.00.0323.07 B - C 786 - 4095 E - F 743 - 3925 C - D 840 - 3985 F - G 419 -1894 D-E 715-3518 i 0.708 9 o SAT O •: kc COA oNALE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3722 - 651 M - J 3303 - 444 N - M 3441 - 478 I - G 1628 - 301 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - M 1094 -124 J - F 1845 - 211 J - E 1484 - 205 1 - F 232 -1017 J-1 1939 -358 08/29/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. Icing per BCSI., Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to wings 160A-Z for standard plate positions. of ITW Building Components Group Inc. shall not rice with ANSI/TPI 1, or for handling, shipping, in. hqindicates acceptance of pro essiona en awing for any structure is the responsibilit his drawing,any failure to build the on this drawing or cover pagqe ie design shown. The suiTability more information see this TPI: w . mmYCOMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Tony Jones Truss Label: All Ply: Qty: 1 1 SEQN: 499218 / T9 FROM: CC HIPS Cust: R7879 JRef: 1WdW78790001 DrwNo: 240.18.1529.27647 SSB / BAF 08/28/2018 4'101 9' 15'3" 17' 21'1" 26' 4'10"1 4.1"15 6,3" i' 1'9"+ 4'1" 411„ 4X4 =6X10 5X6 SS0712 D E F T4X4 12 6 T1 4X4 C G rh T O L v M 5X10(SRS) n Nt B P H 1 1.5X4 4 3 A 4 I 12 N M K B3 J s3X8(F1) 1111.5X4 =7X8 1111.5X4 4X4(A2) 26' 4,0„56,1"8 1,T,4} 4,4 4,9"4 1,4, j 4'8"5 8 9'1"8 15'3" 16'104 21'2"12 26' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 10.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.365 N 845 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.741 N 416 240 B 1168 /- /- /653 /103 /131 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.258 J - - H 1161 /- /- /665 /104 /- Des Ld: 40.00 EXP: B Kzt: NA HORZ TL : 0.525 J Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ftg Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.769 H Br Width = 8.0 Min Re 1.5gq = Load Duration: 1.25 BCDL: 5.0 psfP MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.702 Bearings e & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.872 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.33 WAVE, 18SS VIEW Ver: 18.01.00.0323.07 B - C 805 - 3901 E - F 893 - 4106 Lumber C - D 791 -4027 F - G 412 -1570 Top chord 2x4 SP #2 :T1 2x4 SP SS Dense: D - E 763 - 3679 G - H 445 -1917 Bot chord 2x4 SP SS Dense :B3 2x4 SP #2: Webs 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B - P 3523 - 666 K - J 1655 - 333 member design. P - O 3598 - 672 J - H 1657 - 332 O - L 4175 - 736 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - O 1375 - 208 L - F 3863 - 688 ttl•ttllllrtttlp 0 - E 160 - 513 K - F 356 - 2107 L - K 2666 -459 Hiy fi a 0. 7108 i o - s SAT 0 Q£ COAAi t S ONAI 0"t"I 08/29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicabgle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions.ALRINE Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the WwOom— truss in conformance with ANSI 1, or for handlingf shipping, installation and bracing of trussesA seal on this drawing or cover page . , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro) essionaQ engineering responsibility solely for the desi n shown. The suiTability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindust .com; ]CC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 2 SEQN: 499224 / T2 HIPS Cust R7879 JRef: 1 WdW78790001 Tony Jones Qty: 1 FROM: CC DrwNo: 240.18.1529.28780 Truss Label: Al2 SSB / BAF 08/28/2018 2 Complete Trusses Required T Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 419 } 7' 11'3"1 + 153" + 19, 1 2'1 "9 0"7 4'3"1 3'1115 3'9" 1'4" 3'3"13 H 3'11"13 Wind Criteria Wind Std: ASCE 7-10 Speed:140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP SS Dense :T3 2x4 SP #2: Bot chord 2x4 SP SS Dense :133 2x4 SP #2: Webs 2x4 SP #2 :W9 2x4 SP SS Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -1.33 to 62 plf at 7.00 TC: From 31 plf at 7.00 to 31 pIf at 19.00 TC: From 62 plf at 19.00 to 62 plf at 27.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 21 plf at 0.00 to 21 plf at 7.25 BC: From 10 plf at 7.25 to 10 plf at 18.97 BC: From 20 plf at 18.97 to 20 plf at 26.00 BC: From 4 plf at 26.00 to 4 pIf at 27.33 TC: 324 lb Conc. Load at 7.03 TC: 187 lb Conc. Load at 9.06,11.06,13.00 TC: 184 lb Conc. Load at 14.94,16.94 TC: 259 lb Conc. Load at 18.97 BC: 433 lb Conc. Load at 7.03 BC: 136 lb Conc. Load at 9.06,11.06,13.00 BC: 133 lb Conc. Load at 14.94,16.94 BC: 484 lb Conc. Load at 18.97 Wind Wind loads and reactions based on MWFRS. 4X4 1117X8 =4X4=SS0612(I) =7X8 D E F G bAe 26' 26' T TY3 4,3"9 3'8"7 + 3'9" 7' + 1'4" 7'Y 11'6"9 16Y 19' 26' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.582 M 530 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 1.169 M 263 240 B 2478 /- /- /- /291 /- Snow Duration: NA HORZ(LL): 0.333 J - - H 2461 /- /- /- /289 /- HORZ(TL): 0.669 J Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.586 H Big Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.895 Bearings B & H are a rigid surface. Rep Factors Used: No Max Web CSI: 0.612 Bearings B & H require a seat plate. Members FT/RT:20(0)/l0(0) not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, 18SS VIEW Ver: 18.01.00.0323.07 Plating Notes B - C 502 -4474 E - F 740 -6453 C - D 646 - 5615 F - G 827 - 7166 1) - plates so marked were sized using 0% D - E 616 -5440 G - H 269 -2310 Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 08/29/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 4033 - 450 N - K 7322 - 846 P - O 4218 - 464 J - H 2O21 - 228 O - N 6440 - 747 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - O 1149 -144 K - G 5390 - 627 D - 0 2139 - 210 K - J 2291 - 259 O - E 138 -1057 G - J 156 - 953 N - F 111 -914 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a properlyperBCSIsectionsB3, B7 or 910, unless noted otherwise. Defer to Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from t truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal listing this drawing indicates acceptance of pro essiona engineering responsibility solely for tanduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSII` his drawing,any failure to build the on this drawing or cover pa e. he design shown. The suitability AN rfW: mM ' 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499192 / T15 JACK Cust: R7879 JRef: 1 WdW78790001 Tony Jones Qty: 4 FROM: CC DnwNo: 240.18.1529.30070 Truss Label: CJ1 SSB / BAF 08/28/2018 t> Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 140 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Kzt: NA DDes Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. 12 6 F N 12 811 1'4" 8" 4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 D 999 360 VERT(CL):-0.000 D 999 240 HORZ(LL): -0.000 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.260 Max BC CSI: 0.037 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 08/29/2018 M bo U-) n5 Cn Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 223 /- /- /143 /39 /26 D 7 /-12 /- 110 /11 /- C - /-38 I- /17 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinsRalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w w M,q truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page 675o Forum Drive listing this drawing indicates acceptance of pro esslona. engineering responsibilitty solely for the design shown. The suitability Suite For and use of this drawing for any structure is the responsibility of the Building Desigiier per ANSI/TPI 1 Sec.2.305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499204 / T19 JACK Cust: R7879 JRef: 1WdW78790001 Tony Jones Qty: 4 FROM: CC DrwNo: 240.18.1529.32087 Truss Label: CJ1A SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 4"3 J- K Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. 12 C6F F Tco 1 r4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE O LO 11 1 1r Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0.260 Max BC CSI: 0.034 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 i r o. Z08 1 s SAT O : t' COA #o' AL 08/29/2018 Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 222 /- /- /157 /38 /26 D 6 /-12 I- 112 /11 /- C - /-39 /- /19 /36 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, an in shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, as applicable. Applgy plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the g, trussinconformancewithANSI/TPI 1, or for handlinshipping, installation and bracing oftrussesA seal on this drawing or cover page listing this drawing, indicates acceptance of pro essiona engineering responsibilittyv solely for the design shown. The suitability B and useofthisdrawingforanystructureisfheresponsibilityoftheuildingDesigner per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w Apinst.org; SBCA: w .sbcindustry.com; ICC: www.iccsaf ALPINE m m4 COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499190 / T14 JACK Cust: R7879 JRef: lWdW78790001 Tony Jones Qty: 4 FROM: CC Dnallo: 240.18.1529.36377 Truss Label: CJ3 SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 M O_ r Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. a 8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE 21411 ME Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.001 D 999 360 VERT(CL): 0.002 D 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.260 Max BC CSI: 0.071 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 011 i eo jE e o. 7 Q8 a s a t SAT O WAM 08/29/2018 C lux Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 246 /- /- /148 /21 /52 D 52 /- /- /36 /- /- C 67 /- /- /28 /19 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly didceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, ile. Apply plates to each face. of truss and position as shown above and on the Joint -Details, unless noted otherwise. kofer to 60A- Z for standard plate positions. of ITW Buildingq Components Grou nce with ANSI PI 1, or for handlir in gg indicates acceptance of r drawing for any structure is tphe see this job's general notes page and these his drawing,any failure to build the on this drawing or cover paqe Le design shown. The suit9ability COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 seTPI: Job Number: 1815073 Ply: 1 SEQN: 499200 / T18 JACK Cust: R7879 JRef: 1 WdW78790001 Tony Jones Qty: 4 FROM: CC DnwNo: 240.18.1529.39143 Truss Label: CJ3A SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 4"3 V 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE C 3' 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.295 Max BC CSI: 0.075 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 AGE Sk •• 0. 708 1 s a SAT 0 . 414 COA . Q. ONAI• E 08/29/2018 M O Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 244 /- I- /163 /20 /48 D 50 /- /- /35 /- /- C 66 /- I- /29 /18 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildinglentSafetyInformation, bVv TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly tl rigid ceillnp Locations shown for permanent lateral restraint of webs shall have bracinQ ins jailed per BCSI sections B3, B7 or B10, cable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , . this drawing, indicates acceptance of pro) esslonaT engineering responsibility solely for the design shown. The suitability e of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www alpineitw com; TPL www.tpinst.org; SBCA: www.sbcindustry.com; ICC: w Jccsaf A LPI1 EG AN nw COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499188 / T13 JACK Cust: R7879 JRef: 1WdW78790001 Tony Jones Qry: 4 FROM: CC DrwNo: 240.18.1529.40257 Truss Label: CJ5 SSB / BAF 08/2812018 Loading Criteria (psf) TCLL: 20. 00 TCDL: 10. 00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2. 00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP # 2 Bot chord 2x4 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3. 00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. rI1 8„ 4'4" 51 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/ defl L/# VERT(LL): 0.005 D 999 360 VERT(CL): 0.010 D 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.009 D Creep Factor: 2.0 Max TC CSI: 0.331 Max BC CSI: 0.247 Max Web CSI: 0.000 VIEW Ver: 18.01.00. 0323.07 o:• SAT O :: Coa #oae NAL,n+ 08/ 29/2018 T M in I Maximum Reactions ( lbs) Gravity Non - Gravity Loc R+ / R- / Rh / Rw / U / RL B 319 /- /- /191 /19 /78 D 93 /- /- /62 /- /- C 131 /- /- / 62 /35 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigqid ceiling Locations shownforermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions.ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µmm, truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of pro esstona engineering responslbilitt solely for the design shown. The suiTability Suite 305 and use of this drawing foranystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this ob' s general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499202 / T17 JACK Cust: R7879 JRO: 1WdW78790001 Tony Jones• Qty: 4 FROM: CC DrwNo: 240.18.1529.41553 Truss Label: CJ5A SSB / BAF 08/28/2018 Loading Criteria (psf) TOLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. WSYII Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 D HORZ(TL): 0.009 D Creep Factor: 2.0 Max TC CSI: 0.320 Max BC CSI: 0.251 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 q` 4 0. 708 1 qw as •• COA #o ON L. 08/29/2018 C A Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 316 /- /- /206 /19 171 D 90 /- /- /59 /- /- C 129 /- /- /62 /33 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted o) herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, 67 or 610, e. Apply plates to each face. oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of 7PI 1, or for h acceptance any structure from this drawing, any failure to build the seal on this drawing or cover paqe . . ANSthe de Sec shown. The suiTabrllty ALPINE M MMPAW 6750 Forum Drive Suite 305 Orlando FL, 32821 web sites: ALPINE: Job Number: 1815073 Ply: 1 SEQN: 499186 / T20 EJAC CusC R7879 JRef: 1WdW78790001 Tony Jones Qty: 9 FROM: CC DrwNo: 240.18.1529.43223 Truss Label: EJ7 SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 '4" 8„ 6-4° 8„ 7, Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP SS Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 D 999 360 VERT(CL): 0.028 D 999 240 HORZ(LL): 0.013 D - - HORZ(TL): 0.027 D Creep Factor: 2.0 Max TC CSI: 0.715 Max BC CSI: 0.230 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 a S ITO: c0A #6 sa QyoNA1. __:1a1% 08/ 29/2018 C T M 00 N I Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 398 /- /- /240 /18 /104 D 136 /- /- /92 /- /- C 187 /- /- /90 /49 (- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, bVV TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceilingq. Locations shown for permanent lateral restraint of webs shall have braclninstalled per BCSI sections B3, B7 or B10, le. ADD VDlatestoeachfaceoftrussandDositionasshownaboveandontheJoinf9Details, unless noted otherwise. Refer to a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e . this drawing indicates acceptance of pro) esstonaT engineering responslbillN solely for the design shown. The sui ability e of thisrawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. information see this job' s general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustryxom; ICC: www.iccsaf ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499198 / T21 / EJAC Cust: RR7879 JRef: 1WdW78790001 Tony Jones Qty: 5 FROM: CC DrwNo: 240,18.1113.18441 Truss Label: EJ7A SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " C 12 6 r o Lo cn n v B A 9Xd/A11 D Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP SS Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE 7; Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL)' NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA HORZ(LL): 0.012 D HORZ(TL): 0.025 D Creep Factor: 2.0 Max TC CSI: 0.690 Max BC CSI: 0.222 Max Web CSI: 0.000 VIEW Ver: 18.01.00.0323.07 vr- Il #AGE Sic s° o.7os 1 i • a SAT O COA T/QNAL E 08/29/2018 B 394 /- /- /254 /19 /93 D 133 /- I- /88 /- /- C 184 /- I- /88 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the MMCOW— truss In conformance with ANSI4 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of pro) esslonaT engineering responsibility solely for the design shown. The suitability Suite 305anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: VwwJccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499196 / T22 HIP_ Cust: R7879 JRef: lWdW78790001 Tony Jones Qty: 2 FROM: CC DrwNo: 240.18.1529.45643 Truss Label: HJ10 SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'10"10 Wind Criteria Wind Sid: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP #2 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 pif at 9.90 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.90 TC: -30 lb Conc. Load at 1.48 TC: 134 lb Conc. Load at 4.31 TC: 263 lb Conc. Load at 7.13 BC: 14 lb Conc. Load at 1.48 BC: 104 lb Conc. Load at 4.31 BC: 185 lb Conc. Load at 7.13 Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. 5'4"5 9' 10" 13 5'4"5 4'6"8 7 T rn Bo N 1 1"51 4'3"4 2'3"15 2'4"51 11"5 5'2"9 76"8 91101,13 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.200 F 584 360 Loc R+ / R- / Rh / Rw / U / RL B 364 /- /- /- /ill /- Lu: NA Cs: NA VERT(CL): 0.399 F 293 240 Snow Duration: NA HORZ(LL): 0.058 C - - E 298 /- /- /- /28 /- HORZ(TL): 0.115 C Creep Factor: 2.0 D 137 /- /- /- /18 /- Wind reactions based on MWFRSCode / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.418 B Brg Width = 11.3 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.664 E Brg Width = 1.5 Min Req = - Rep Factors Used: Yes Max Web CSI: 0.141 D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FTIRT:20(0)/10(0) Bearing B requires a seat plate. Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 18.01.00.0323.07WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 224 -1284 a ; i 0. 708 9 A. • s oo :, SAT 0 •1 coa 08/29/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-G 1235 -196 G -F 1161 -191 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 394 -16 C -F 193 -1169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq Insalled per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwco,N, truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page , . 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproesslona, engineering responslbilit solely for the design shown. The suitability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 1815073 Ply: 1 SEQN: 499206 / T23 HIP_ Cust, R7879 JRef: 1WdW78790001 Tony Jones Qty: 2 FROM: CC DrwNo: 240.18.1529.48660 Truss Label: HJ10A SSB / BAF 08/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 5'5"13 9' 10"13 5'5"13 + 4'4"15 D 12 4.24 C4 v a Cl) V' B 314 A G E F 2X4(A1) III 1.5X4 = 3X4 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.90 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.90 TC: -29 lb Conc. Load at 1.48 TC: 131 lb Conc. Load at 4.31 TC: 259 lb Conc. Load at 7.13 BC: 13 lb Conc. Load at 1.48 BC: 100 lb Conc. Load at 4.31 BC: 180 lb Conc. Load at 7.13 Wind Wind loads and reactions based on MWFRS. 5'4"1 4'3"4 5'4" 1 97"6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.018 G 999 360 Lu: NA Cs: NA VERT(CL): 0.035 G 999 240 Snow Duration: NA HORZ(LL): 0.005 F - - HORZ(TL): 0.011 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.542 TPI Std: 2014 Max BC CSI: 0.597 Rep Factors Used: Yes Max Web CSI: 0.316 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 18.01.00.0323.07WAVE lr r 1 'y r,• i o. 708 1 e i a$ SAT 0 cOA #6Ss 01VAt 08/29/2018 9'10"13 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 361 /- /- /- /110 /- E 351 /- /- /- /33 /- D 74 I- /- /- /10 /- Wind reactions based on MWFRS B Brg Width = 11.3 Min Reg = 1.5 E Brg Width = 1.5 Min Reg = - D Brg Width = 1.5 Min Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 119 - 728 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 689 - 95 G - F 677 - 96 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C -F 105 -741 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building 1lponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary sing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly iched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, applicabgle. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. f7efer to wings 160A-Z for standard plate positions. a division of I PI 1, or for n acceptance any structure more information see this from this drawing,any failure to build the seal on this drawing or cover paqe . for the design shown. The sui£abllrty 4NSI/ TPI 1 Sec.2. org; SBCA: www.sbcindustryxom; ICC: www.iccsaf Ml FVW COMPAM' 6750 Forum Drive Suite 305 Orlando FL, 32821 CLR Reinforcing This detail is to be used when a Continuous Lateral Restralnt (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf, 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 2-2x4M 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) 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. 010 Center scab on wide face of web, Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement. or L-Reinf. 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 807 of web member length. T-Reinf. L-Reinf, Scab Reinforcementl 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, WWWARNDGM REAR AND FOLLOW ALL MIES ON THIS BRAWM rO(TANTss FURNISH THIS BRAVING TO ALL CONTRACTORS ENCLUTAM THE INSTALLERS. r Trusses repWre extreme care In fabricating, handling, shipping, Installing and brocwlg. Refer follow the latest edtl— of BCSI (1hAding Component Safety Information, by TPI and SBCA) Forepracticespriortoperformingthesefunctions. Installers shall provide temporaryy brnclna per SL Unless noted otherwise, top chord shall have property attached structural sheathing and bott d shall have a properly attached ce0.ing. Locations shown for pernonent lateral restraint we d shall have brace Installed per BG`SI sections the Jointor BIO, ns unt—ble. Apply plates to ea .ooftrussandsltInsallshornaboveandonthe7or810, s, unless noted otherwise. I Refer to drawings 16OA-Z for standard plate posttlans. RAlpine, a division of ITV Building Components Group Inc shall not be responsible for on deviation AN W COMPMNY this drawing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handing, shipping, installation & brocknp of trusses. A seal on this drawing or cover page Listing this drawing, indicates acceptance of professional 13723 Riverport Ddve enBti••rtiB r•sporns ltY solely for the design shown. The snitWAtty and use of this drawing Suite 20o for airy structure F the r—p—stllty of the Building Be dW— per M6I/iPI I Sect Maryland Heights, MO 63043 For Wore Information see this Job's general notes page and these web: it— ALPBE- www.alpheltw.conl TPI, www.tpi nst.argl SBCA, www.sbcMwWstry.orgl IM k—fe.orp Scab Ha - A kL PSF REF CLR Subst, C DL PSF DATE 10/01/14 BC DL PSF DRWG BRCLBSUB1014 j i BC LL PSF lw' e•enws••ee TONAL T T, LD, PSF DUR, FAC, 201 ISPACING NAIL SPACING DETAIL MINIMUM SPACING FOR SINGLE BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAILING FOR TWO BLOCKS, GREATER SPACING MAY BE REQUIRED TO AV ID SPLITTING, BLOCK L CATION, SIZE, LENGTH,GRADE AND TOTAL NUMBER AND TYPE OF NAILS ARE TO BE SPECIFIED ON SEALED DESIGN REFERENCING THIS DETAIL, LOAD PERPENDICULAR TO GRAIN A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) LOAD PARALLEL TO GRAIN A - EDGE DISTANCE (6 NAIL DIAMETERS) C - SPACING OF NAILS IN A ROW AND END DISTANCE (15 NAIL D - SPACING BETWEEN STAGGERED ROWS OF NAILS (7 1/2 NAIL IF NAIL HOLES ARE PREB RED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: w SPACING MAY BE REDUCED BY 50% ow SPACING MAY BE REDUCED BY 33% DIRECTI N OF LOAD AND NAIL R WS CAWA Ai NAIL - LINE 0Jw A CX Bw 1 1 1 1 1 T B/2 CAE A DIAMETERS) DIAMETERS) C)K)K C/2)" NAIL LINE MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE A B)K C)K)K D 8d BOX (0.113'X 2,5',MIN) 3/4' 1 3/8' 1 3/4' 7/8' lOd BOX (0,128'X 3,',MIN) 7/8' 1 5/8' 2" 1' 12d BOX (0,128'X 3,25',MIN) 7/8' 1 5/8' 2' 1' 16d BOX (0,135'X 3,5',MIN) 7/8' 1 5/8' 2 1/8' 1 1/8' 20d BOX (0,148'X 4,',MIN) V 1 7/8' 2 1/4' 1 1/8' 8d COMMON (0,131'X 2,5',MIN) 7/8' 1 5/8' 2' 1' 10d COMMON (0,148'X 3,',MIN) 1' 1 7/8' 2 1/4' 1 1/8' 12d COMMON (0,148'X 3.25',MIN) 1' 1 7/8' 2 1/4' 1 1/8' 16d COMMON (0,162'X 3.5',MIN) 1' 2' 2 1/2' 1 1/4' GUN 0,120'X 2,5',MIN) 3/4' 1 1/2' 1 7/8' 1" GUN 0,131'X 2,5',MIN) 7/8' 1 5/8' 2' 1' GUN 0,120'X 3,',MIN) 3/4' 1 1/2' 1 7/8" 1' GUN 0,131'X 3,",MIN) 7/8' 1 5/8' 2' 1' C )K)K TRUSS — t "0.ywa , ,4 r. MEMBER ` 1 ••ue.e r//r r BLOCK LENGTH lAl D D D A T',\e•'GE Sfi ` LOAD APPLIED PERPENDICULAR TO GRAIN LOAD APPLIED PARALLEL°I WA-m— REAR ANB n— ALL TOTE$ a r{us BRAVING: a` O. 8 REF NAIL SPACEDFMTANT" FUR IM nuS BRAWM M ALL CO(TRACTORC SDU IM TW B(srau,.ERss • Trusses require rxtrene care In fabricating, hRefe6 to • 4 folto. the t.t.st edition of BCSI (&Adlnp Lonponent SnFety Infornntbn, by TPI and sBCA) f s etye ; s DATE 10/01/14 prattles prior to perfoi nk these functions. Installers shall provide tenporary brndnq HCSI. • s Mass noted other.lse, top chord shatt hove property attached structural sheathing m bo on cho%d D R W G C N N A I L S P 1014 shall have a properly attached r ld celko Locations shorn for pernarient lateral restraM F .fps • SAT O /1 a IIF'' 777 shall h— bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to a i 4k of tans and position as shorn hove and an the JoMt DetaAs, unless noted otherwise. . & [. CCF Refer todrawYps16CA-Z for standard plate positions. V Atpine, a division of ITV Bulldi C is Gra+p Inc. shall not be responsible for any AN RWODMPAMIYthisdraeinganyfaluretoIdtheComponentsinconformancewithANSI/TPI 1, or for handUng, s `••e .•• G Mstalladon bracingoftrusses. •ee"•• V A . at on tX d-4 v cover pngr UstYq this dra%r Mdicntes a¢wptonce of professlarnl 73723 RiverpoR Ddve so(e(Y for th. sqn shown The sultnbAlty and us. of this drneMp / \\ Suite 200 for t e of tfwr BAdlro B`' per ANSI/TPI 1 Sec2. A SOON Al. \a Maryland Heights, MO 63043 For Wore hformatbn see thh, Job's general notes page and these eeb sites f I t10HIgt1 ALPINE' sew. ntphieits.conl TP6 ese.tpinst.orpt SBCA, www.sWndustry.orgi [CG ...Jccsnfe.org Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, E3K Attach each valley to every supporting truss with: 2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates 3X4 12 12 Max, 2X4 X4 i8- 0-0 max 4X4 20- 0-0 (++) Supporting trusses at 24' o,c, maximum spacing, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0, 128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation. Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer' s sealed design, ww* Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley Valle Spacing oe- nailed 2X4 Square Cut Stubbed Valley Bottom Chord End Detail Vallev SPaG` qu+ MOi MOO pi 11hh i00j,n MIZZI— EN WORNION IFI . MON-. 4X4 If Optional Hip Joint Detail Partial Framing Plan VARNDU— READ AND FOLLOW ALL WrES IN THIS BRAWINO s u u. { Vo TC;- 30 30 40PSF REF VALLEY DETAIL mpoerAhTFURNISHTHISIllTOALLCONTRACTORSONCLUBINGTHEINSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to ° Z DL 20 15 7 PSF DATE 10/01/2014 follow thelatesteditionofBCSI (Building Conponent Safety Information, by TPI and SBLA) for snf • practices prior to performing these functions. Installers shall provide temporary bra clna per BCS w lows noted otherwise, tap chard shall have properly Attached structural sheathing nrd H,otton d • SAT 0 BCT DL 10 10 10 PSF DRWG VAL160101014 I shall have a properly attached rigid ce0.lnp. Locations shown for permanent lateral restraint of w Y i shall have bracing -.I InstalledPer BCSI sections B3, B7 or BOO, as appill—Ke. APWY plates to each fn / • d QoftrussandpositionQ.-Z shown above and an the Joint Oetn0.s, unless noted othierwlse. I - A • ILL 0 PSF Refer to drnwhps l6M-Z for standard plate positions. , o • ` Alpine, adivisionofITWBuildingComponentsGrowInc. shall not be responsible for any deviation fr •••••• ,.•' T, LD, 60 55 57PSF AN MWCOMPANYthisdrnwinqanyfalluretobuildthetrussinconformancewithANSI/TPI I, or for handling, shipping, •wwrnws•• (' Installation I, bracing of trusses. A seal on this drawing ar cover page UstYp this drawing, Y,dcates acceptance of professional (Y, 73723 Riverport Drive fa •ly desIpn y a ,'r I _.t\aft DUR,FAC, 1.25/1.33 1.15 1.15 Suite Ri tFe Building Designer per ANSI/TPI I Sect. f /p11f}j6iliK1N" Maryland Heights, for more Information see this ,ma's general notes page and these web sites SPACING 24,0' ry 9ALPINE- wsealpinalte—i TPI, eww.tpinstargi SBCA, www,sbcindustry.orgi ICO www.kesafe org Building and Fire Prevention Product Approval Specification Form w\IDING Permit # l8 - 2 14 j #e fl 2 9 4 i S NFORD Project Location Address .3 2 I ICG We.- 4-&- \ Np RT , /--/— - 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 Description Florida Approval # include decimal) 1. Exterior Doors ro ,-4(. Uov 022 , D?j Swinging Sliding v-2 Sectional Roll Up 9oe, 1Z Automatic Other 2. Windows Single Hun S. C. (/Vi, Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding is c 0—080/.O Soffits G ' S Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles S ? « c !a- 9,0, (2 C Underla ments 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 Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P:S. Roof Panels Roof Vents Other June 2014 0 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels v , o, r n e S OS 2 to Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name L<eli^•9 %44 ffeyf-)I' S! Please Print) June 2014 MIAMI•DADE AIIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (78G) 315-2590 F (78b) 315-2599 NOTICE OF ACCEPTANCE (NOA) iviN,)-i.nii.qmidade.gov/ecoiiom Eurotech Industries, Inc. 4201 NE 12"' Terrace Ft. Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade Count),) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4500" Outswing White PVC French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 45000FDO01 R2, titled "4500-Series Outswing French Door - Large Missile Impact Resistant", sheets 1 through 9 of 9, dated 11/28/12, with revision #2 dated 02/07/14, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0227.03 Expiration Date: March 27, 2019 Approval Date: March 27, 20144 Page I American Architectural Manufacturers Association (AAMA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 45000FD001-R2, titled "4500-Series Outswing French Door - Large Missile Impact Resistant" sheets 1 through 9 of 9, dated 11/28/12, with revision #2 dated 02/07/14, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P,E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a REHAU's series 4500 outswing white PVC French door, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3739-1, dated 04/04/11, with addendum letter dated 01/28/14, all signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2010, dated 12/03/12, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuelera, .E. 1f Product Contrpl Exam ner NOA Noel - 7.03 Expiration Date: March 27, 2019 ApproA,al Date: March 27, 2014 E-1 American Architectural Manufacturers Association (AAMA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0601.06, issued to REHAU Industries, Inc., for their White Rigid PVC Exterior Extrusions, approved on 08/1.1/11, expiring on 06/17/14. 3. Test report No. B1348.01-106-31, prepared by Architectural Testing, Inc., dated 08/02/11, issued to REHAU Construction LLC, for their Glazing Stop - Part No. 560600 and Glazing Spline - Part No. 864952, both EPDM exterior glazing gaskets evaluated per the following standards: a) ASTM D 2240 Hardness (Unaged). b) ASTM D 395 Compression Set. c) ASTM D 1149 Ozone Resistance. d) ASTM D 412 Tension Properties of Rubber and Thermoplastic Elastomers. e) ASTM D 573 Heat Aging. f) ASTM D 624 Tear Strength. g) ASTM D 746 Brittleness. h) ASTM D 925 Non Staining. i) ASTM C 1166 Flame Propagation. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 03, 2012, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Statement letter of no financial interest, dated December 03, 2012, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 3. Laboratory code compliance statement, dated 04/04/11, issued by National Certified Testing Laboratories for Test Report No. NCTL-210-3739-1, signed and sealed by Gerard J. Ferrara, P.E. 4. Manufacturer's Acknowledgement Letter issued by Eurotech Industries, Inc., dated 11/06/13, signed by Angelo Petreccia, President Eurotech Industries. 5. Association Release Letter for Master File #13-0077 issued by AAMA, dated 12/18/13 and signed by Brad Schultz, Associated Laboratories, Inc. AAMA AdministratorNalidator. G. OTHER 1. None. L - 2 fs ' y S Ma rrrel Per ez, ,E. Product Control )E, xani ier NOA No. 1`3- 7.03 Expiration Date: March 27, 2019 Approval Date: March 27, 2014 EXTERIOR ELEVATIONS Oa NOTES 1. This Product is a Vinyl Outswing French Door with Steel Reinforcement, Dry -Glazed with Laminated Insulated Glazing. 2, Vinyl Material Meets the Requirements of the 2010 Florida Building Code HVHZ), and has a Current Miami -Dade County NOA. 3. This Product Has Been Designed and Manufactured to Comply with the Requirements of the 2010 Florida Building Code, including the High Velocity Hurricane Zone (HVHZ). 4. This Approval Applies to Single Outswing Units,and Double Outswing Units Within the Maximum Dimensions Shown Herein. Units May be Combined Using Appropriate Product -Approved Mullions Meeting the Site -Specific Design Pressure Requirements. 5. Wood Buck Design by Others: Wood Bucks Shall Adequately Transfer Imposed Loads to the Surrounding Structure. 6. A Load Duration Increase in Allowable Stress Has Been Used in the Design of Anchors into Wood Only. 7. Hardware (Hinges and Multi -Point Locking System) Shall be by Rote Frank. Anchors and Hardware Shall be As Listed, As Shown on Details Herein. Anchor Embedment into Base Substrate Shall be Beyond Wall Dressing or Stucco. 8. Anchor Conditions Not Described Herein are Not Part of This Approval Document, and Shall Require a Site Specific Design Signed and Sealed by A Florida -Registered Professional Engineer. 9. This Product Meets the Requirements for Large Missile Impact Resistance: Hurricane Shutters Are Not Required. 10.This Product Meets the Requirements for Water Infiltration Resistance. DESIGN PRESSURE RATING MISSILE IMPACT RATING 65 psf, -65 psf Large Missile Impact p TABLE OF CONTENTS I SHEET DESCRIPTION I I Elevation and General Notes 2svz' Max. I 2 Anchor Spacing (82" Door) and Installation Notes I 3 Anchor Spacing (98" Door) and Anchor Types I 4 Anchor Details I 5 Cross Sections and Glazing Detail (82" Door) 6 Cross Sections and Glazing Detail (98" Door) 7 Components and Bill of Materials 8 Hardware Locations Max. Frame Width 9 Corner Construction Detail J It o ar/ V W Vim% E 5 o Approved ns twplylcgwhh 0'. 11 Id n B -ji C.JF. R n.l G MOoAN'; n fi![..I DpJe f'roduciConirul O O, C o U U ,y z Z N W °= W ri +- C9 a to Z aC o di C Q N O Q) Z w mZ O vNi Ufa to w Ow w O H W O 0 O n8 s$ Z a Q w y S 5 w W m O h o N a Li U DRAWING No.: 45000FD001 R2 Sheet 1 of 9 a t N U O ro a\ E E a D u U x O W U c I^ x 2 cU V — N W Oa OLL v Cluster of 5 Anchors 3" o/c. 133/e' 13%" 133/e' __ 133/s' 4" Max.7^Max. Max. rMax. I r I y 4) Screws I I N Securing I I T-Mullion to Active Panel Located as Shown (See Note I I I This Sheet) I I I j I I I I I j I I I I 4„ 1_— 13Yi' --L— 131'i' —_ 13Y/' I 13Yz' Max. Max. ~Max. Max. Cluster of 5 Anchors 74" Max. Frame Width @ 3" o/c. INSTALLATION NOTES 1. Anchors Shall be of a Type Listed on Sheet 3, Depending on the Substrate. 2. Installer Shall Provide a Vinyl Anchor Block (approx. Y4" x?/, ' x I ", or ripped to fit). Anchor Block Shall be Secured with Caulking at Each Anchor Location So That the Fastener Penetrates the Block, and No Portion of the Fastener is Exposed or Unsupported. 3. Anchors Shall be Located a Maximum of 4" From Corners. 4" 4. For the Double Door Configuration, A Cluster of (5) Anchors Shall be Located at the Center of the Head and Sill, Spaced 3" Max. o/c. 5. The Balance of Anchors at the Head and Sill, and at the Side Jambs Shall be Spaced as Shown Herein. 6. Wood Bucks Shall Fully Back the Window Frame, Supporting its Entire Depth. 7. A 1"x Wood Buck Shall be a Wood o 4" —1J'— 4" a j I I I I L a v t 4" --15" I S" 4" See Sheet 3 for Anchor Max. Frame Width Type Information Buck Having a Thickness of Less Than 1 Y2'. 1" x Wood Bucks Shall be Optional if the Window Can be installed Directly to the Substrate. B. The Installation of 1" x and 2" x Wood 10 Bucks Shall be Engineered by Others, as Approved by the Authority Having Jurisdiction. 9. A Structural Shim Shall be Used at Each I 1 Anchor Location Where a Gap of Y8-inch or More Exists Between the Window Frame and the Substrate. Such Shims Shall Extend the Entire Depth of the Frame, and be No More fhanY4-inch in Thickness, Unless Otherwise Specified. Anchor Embedments and Edge Distances Indicated Shall be Beyond Wall Dressing or Stucco, into Structural Substrate. For the Double Door Configuration, the T-Mullion Shall be Secured to the Active Door Panel with # 10 x 3" Flat Head Screws, Located as Shown Herein. Qty of Screws is Dependent on Door Panel Size J o 8 y c >-ASS minUN N i Q N LL Oz Tta 5— E M c yov Q w 0 nppravcJ nc comp;y'is•g a.i!h tAr nona_/ lh11nm1De/d)c, tPruduc(/ i foC1 F i O C ZLn0ZNLU LU fY H M rL r— u 0 a W M a Z CL H o LL E H S N FN— aaZZN O U a oUN W t LUW (UU, O LLO W a1 t/f a J LUWO O Z H u.ok z0 S mQ H ejr w w d z DRAWING No. 45000FD001 R2 Sheet 2 Of 9 I 13/s. 13g/d, Max. —Max. Cluster of 5 Anchors Q 3" o/c. 133/a' 133/a' a.. Max. Mox. U v M I I I i 5) Screws I I Securing I I T-Mullion to Active Panel I b. Located as v Shown (See Note I I This Sheet) I I I I I 1 0 I I I I I I I I I I I I I I I I I I I I 133/" J_ 13%' — Max. Max. 74" Max. Frame Width 98" Max. Frame Height Type II Reinforcements Req'd) v 0 0 a- 0- U U c o c o Ln N n W W o a C C oI0 V t Max. Max. Cluster of 5 Anchors G 3" o/c. a j I I V 38" Max. Frame Width See Sheet 2 for Anchor Installation Notes ANCHORS SHALL BE OF THE FOLLOWING TYPES: TYPE I: For Installation into Concrete Substrates (fc min. _ 2730 psi) , Use Approved 1 /4" ELCO Ultracons of Sufficient Length to Achieve at Least 13/4" Embedment. TYPE II: For Installation into CMU Substrates (Hollow or Grout -Filled; fc min. = 1924 psi), Use Approved 1 /4" ELCO Ultracons of Sufficient Length to Achieve at Least 11 /4" Embedment. NOTE: Hollow CMU Substrate Shall be Permitted at Jambs Only. TYPE III: For Installation into Wood Substrates, Use # 12 Self -Drilling Screws (Hilti Kwik-Flex or Eq.), of Sufficient Length to Achieve at Least 1 1 /2" Embedment. TYPE IV: For Installation into Metal Substrates, at Least 1 /8" Thick, Use # 12 Self -Drilling Screws (Hilti Kwik-Flex or Eq.), of Sufficient Length to Achieve a Minimum Penetration through the Metal of Three Full Thread Pitches. No Shim Space is Permitted. V (n V Wa, vac E M o nv Um aaw o` appvuvnl of comp:pi:;g uilh fhr FlorlJn 'cldim; C ely u M nml 1 ; do Product Conb al 3 f J O O c x a U U H z zLU N IxLL. LN M 0 0 N - z N N a3Zz O 3: U 04 C U H O L LUW a.. N (} W O L0R a ZO CAO 4o o 0 Z a WQN p U H V U Z DRAWING No.: 45000FD001 R2 Sheet 3 of 9 Vinyl Block Secured with Silicone Caulking Y4' Elco "Ultracon®" t e 4 q d, 2y2' Min. .. Edge Distance d d d I%"Min. ° a Embedment 2,730 psi min. Concrete Seal Fastener Heads with Silicone Caulking Cover Fastener Access Holes with Ashland Plug Buttons f EXTERIOR INTERIOR Seal Frame to Substrate with Continuous Y2" Bead of Silicone Caulking Max. Shim Space Optional 1" x Wood Buck See Notes Sheets 2 and 31 ANCHOR TYPE 1 Detail Applies to Head. Sill and lambs Vinyl Block Secured with Seal Fastener Heads with Silicone Caulking Silicone Caulking 12 Self -Drilling Screw Cover Fastener Access Hliti Kwik-Flex) Holes with Ashland Plug Buttons EXTERIOR A ---- 0.75" Min. Edge Dist. INTERIOR IY2' Min. Embed. Seal Frame to Substrate with Continuous Yz' Bead of Silicone Caulking 2" x Wood Buck — q See Notes Sheets 2 and 3) Max. Shim ANCHOR TYPE III Detail Applies to Head, and Jambs Only Vinyl Block Secured with Silicone Caulking Y4' Elco "Ultracoi 4. t', 7 2' Min. Edge Distance IY4' Min. Embedment a 1,924 psi min. Hollow or Groul-Filled CMU ANCHOR TYPE U Detail Applies to Head, Sill and Jambs Seal Fastener Heads with Silicone Caulking Cover Fastener Access Holes with Ashland Plug Buttons I EXTERIOR INTERIOR f I Seal Frame to Substrate U with Continuous Y2" Bead of Silicone Caulking Y4' Max. Shim Space Optional 1"x Wood Buck See Notes Sheets 2 and 3) Vinyl Block Secured with Seal Fastener Heads with Silicone Caulking Silicone Caulking 12 Self -Drilling Screw Hilt] Kwik-flex) Cover Fastener Access Holes with Ashland Plug Buttons EXTERIOR 2Min.------- Edge Dist. I INTERIOR Metal Structure i— Seal Frame to Substrate Min. Thickness R J_ with Continuous in Bead of Silicone Caulking. ANCHOR TYPE IV 3 Full Threads Detail Applies to Head, Penetration and Jambs Only nm,. LL c c E M 4 ham Uw ° oP e oappn rc;l a Coz,.ap.YiaII vrlth lR.• luridn a lJlry; Cu t,e / r c -4-- font Rtlorlliudxt'rodua; 0) v O 0 C LA Z Z IY H M W n 1 V W M m Z CL E a IL h v Z Lu O O U w'pt wrU O o w M to LU W OJLO z Oo 2 ti NwH m o U z 0 o uEcBi n u w QHDRAWING No.: 45000FD001 R2 Sheet 4 of 9 EXTERIOR Y" x I" Weep Holes Located in 511 al 4" From Each End, and at Mid -Span. SECTION CA) JO EXTERIOR H 10 x 5" Screws at (4) Locations, as Shown on Sheet 2 _ YY INTERIORel SECTION O center T Mullion GLAZING DETAILDoubleDoorOnly) EXTERIOR EXTERIOR SECTION © INTERIOR SECTION © INTERIOR NOTE: Glazing may be oriented with Aluminum fominafed layer to the Interior Spacer (shown), or to the exfetior. r 1.00r' Overall uma— s/a' Clear Tempered Glass 0.348" Air Space 4,' Clear Annealed Glass T. Sen'ryGlaS V by DuPont 3/a' Claar Anneoled GlossP7O-625" Gloss Bite Weiss Adhesive COSMOFEN VKD 874 Pea*sized amount spaced every z/p" around pcnmelarl I I I Ij jD g I I I I C n 0 o 2 a I I I I 25%i'MOx._ DLO I I I I 34Yj' Max. 74" Mox. Frame Widlh LL U •- _. O, yyu 2 u z W° c y o w cFancVmS0 Ilihros'e l xs eb,;ilr:Ti.K r: i!b fhr jitmn,l n ae Pr da<t cneaor' ire,' O O o c 2 U " U W Z OG LL. V W Z CL H Qi 0 N U Z -O y z U aoUN W W r t 92 1. — O Wh 0 6- 0J W LO a 0 W O Q a m Q U o DRAWING No.: 45000FDOOI R2 Sheet 5 of 9 EXTE V. x I Hales t Fro Cnd Mi uUL, t ' I SECTION OD P17- I I I I I I I I I i I I I I I QI I I I INTERIOR SECTION O EXTERIOR 1110 z a'Screws at (5) Locations, as Shown on Sheet 3 — n(w CS --------- INTERIOR SECTION OE CenterTMullion GLAZING DETAILDoubleDoorOnly[ Aluminum NOTE: Glazing may be oriented adlh Spacer laminated layer to the interior 14 16 8 (shown), or to the exterior. 1 EXTERI OIR I.ar' overall 3/a'ClearTemperedGlass SECTION © INTERIOR EXTERIOR SECTION C INTERIOR 0.348r' Air Space s/a' Clear Annealod Gloss 0.090" SenlryGlaSI& by DUP-1 s/a' Clear Annealed Glass 0.629' Gloss Bite L7 Weiss Adhesive COSMOFEN VKD 874 Poo sized amount spaced every 7/8'' around perimeter) 6 II a Q I I n v o I I I I I I I E P O ` IIYII Mox. DLO I I I I 74" Max. Frame Width Max. R.% g 6c m U ON w Q u m D MWmamoa. E LLo r_ R U a w p ril pcos'r I ns corrlr,t' g ; ilh IAt k LlnriJn t vi.I irp C41 Ail Allenl1J.6 Product:ii ' F f / 0 O 0 C Z zLLI N Vjv W U W I U C9 0 Nto LL N-- Z a O w U N O ccLL, W_ G LUW L DC t/1 G W O OLn v zO N Ow o.°o a co Z 0 u0 W fQW m Z DRAWING No.: 45000FD001 R2 Sheet 6 of 9 waleHOYB w"rrol IOWE7- 12en7 - ipJr c lal JI'l 011 y1 LATCH/EADDOLT STRIKE ROUTING 1..fan7 burin r n.eH7 i sae r-uu me I m T M1tHInA%C Qa«cvr I I 3 III' I aXT Qa 2f+2' OtiIY pf111T IU003s. 0'20' e.iir `- y4 1 MORTISE WCK ROUTING SIEMI 2K SCALE I wm; RnlluR HINGE DRILL DETAIL 1 403f)e I PC LOCK 2 HCOK 2 GN. 4WD M 1 2 240410 HT STM $ECUXTY $IRIKER 5130 11 3 34021f HOCK S1 KUr AMMA= 2 t 300692 MN0.. W LAipf/a[AD3alT STUAE m IATCH/DT1!}]011 $T9MC 1 e 4e2M 407W 402EE0 4 f620 402020 P$ 27 AO.V2TA9L6 "WE. MAW HA 27 Aa.UVmm HWE, IJAEM Hia11H P9 27 A VOWL[ MW MiWi[ PS 2J Y U5r tl HHOQ, QFw P 11 00.V11A9,l .HOE. -TTF Ql4CX 6 e Sa <pr1tNU 0MryMPER _— v--- 2 T sa em"s Lb2/w Iwais+EI, UNIT' 2 6 41220 4WUU WiNSION A/A 0 4423)3 CO'xwn IK-ACRR L13T2i. 43/* 0/1020 1 10 2wm NT CORIIEA OAbT, 1 Y-W 3 11 2CO274 N'T fa RHEA I "r. i-V C _... 1 12 216653 HT 2VAM COiTUM LOCK. i-P CAN, NON-KU A/A KII/ III VL9 HOEIK CASE RDUT I NG silumi 2% SCALE RII cpov OUTSKNG6Ecnay. P•9 O\ 4r- w Qa n;f01f WI6TNl 6Wl ItKW Q111W GIfwC IaW (ONid17291851HTiGWNCDlrLAICCK. , V-CAI NnN-kU 4 If 29U1SS NT 6lWM CURFA lULlt, 1-P UN. HO[/=FU l0 3Pi0f0l NE rA<YAUTE r1A+ TME 12. 1(,CS/SIWS[hV11BE LUT 2E ENpI 61 PM1NEL FE IOI,T. 1 VAQ2V1Ff fHN{1l1 IN I,rfYrr POp9$IT 4. I= RCOU[Mr-All ARC AS r L IS- Ylla'L L ALUKIWHLALMIWH h SaI TH9rAU1 IG <A) S[RSY EEO ALL, INRWARC e0 5CL1'-II IiCA01l43 <A$ SCRCY EL71 $TRI an ONLY \ 1 (1—MENTS LISTCa NANV MTU HAHSsit FINISH KH 1f11NtT RUfa f t4DXARE SYS(£NS VIAU IHPACI' FRENCH IxHIR M(n.rl-PI HARVVMC LAYOUT MR-oia-ns u r.h sae V ova E M C w O M1I)I11'OVed AP COli1R!)'I EAR villh Ihr Fl-ld 7yldhy C rIlnle1'r '.f. u NlL wl Dade Vr0dne2 C9nlm{ t li OG 0 O p U U • LA Z W y WaL U 10 0 C3 Z Q N 0 O• N VNo OWo LLJ 0 N W a% LU y W O O LOd' Z m O Zz Qo f._ v.E N Q 0 N ao O N O DRAWING No.: 45000FD001 R2 Sheet 7 of 9 0 4500-Series Frame 1 0.12z,44 11 0. Q 4500-Series Door Sash I r/y'--- Tl IS Distance Block I 1ii' 14 Sloped Sill Shim 0.079" y,' 17 Vinyl Anchor Block 1P,,Med by Ioeerf KEY and BILL OF MATERIALS Item # Part# Description Material Vendor 1 601205 Frame Vinyl Rehau Industries, Inc. 2 541150 Sash Vinyl Rehau Industries, Inc. 3 554091 T-Mullion Vinyl Rehau Industries, Inc. 4 244506 Frame Reinforcement (Type I) Galy. Steel Rehau Industries, Inc. 5 244536 Frame Reinforcement (Type III Galy. Steel Rehau Industries, Inc. 6 251886 Door Sash Reinforcement Galy. Steel Rehau Industries, Inc. 7 560600 Glazing Stop Vinyi Rehau Industries, Inc. 864992 Glazing Spline EPDM Rehau Construction, LLC 864952 Sealing Spline EPDM Rehau Construction, LLC 234300 Weldable Cornerston(yforpoorSizesOver82'1 VinylRehaulndust(ies,Inc. P110 254315 T-Mullion End Caps Vinyl Rehau Industries, Inc. 261582 Drain Cover Caps Vinyl Rehau Industries, Inc. 13856-034 Plug Buttons Vinyl Ashland 14 541220 Sloped Sill Shim Vinyl Rehau Industries, Inc. 15 241043 Distance Block Vinyl Rehau Industries, Inc. 16 Setting Block Vinyl Rehau Industries, Inc. 17 Anchor Block Vinyl Provided by Installer 18 Hinges 13 per Leaf Req'd for Door Size 82"or Less) Steel Roto Frank 19 Multi -point Lockset ISteel Roto Frank Note: Item 10 (Weldable Corner Block) is Shown on Sheet 9. 23/8 h --1 I s b • 0.039" 13/e 0.079" a 11 T-Mullion End Cap O4500-Series Frame Reinforcement (Type II © 4500-Series Door Sash Reinforcement O 4500-Series T-Mullion 4500-Series Frame Reinforcement (Type 11) 3y6 5/6 Q Glazing Spline rjs'/s U Sealing Spline 9116 0.071" Glazing Stop 1ys' ,1s, 06 Setting Block 3/e — 1Y" 0.059" 12 Drain Cover Cap a' 13 Plug Button Sheet 8 of 9 R 6 u w o a ,.. rr}}•.,, t l 0 o papprw•zd s wmp:isg wish Ih Ivr;d„ iai cp I yonrr_y vhUsrtd Dz epraduct C4ufmt i O o C 0U U • Z w w Z CL di O N uaZQ inN Z a O y U a av W , W O O W W dV) W O OLO ii zo og nr- O NZ u E V s u^ l Z a u° f u 1 a w w mQ 5 W y Q o a O DRAWING No. 4500OFD001 R2 Miter -Cut er SASH DETAIL WELDABLE SASH CORNER BLOCK DETAIL Use with Door Frame Sizes Over 82" Tall) Miter -Cut orner FRAME DETAIL 47/8 , r— I cJ a O A% C O m OIw O LL°v w 0 a p^PVC 01 ed na com p'.yi cg wlth tlk j FlnrtJx Dnld1 < M11 a al Dzd<ProAnri l'oni t fi!'. f' IL.: ae 0 0 .. 0 C d Z N Z W 09 y v MC9Ua/ MU Z_ Q to 2 U 0 N_ O w NZ 0 U) O N y W v W_ tr II— O 0 Wy O' J W LO a Z o U DRAWING No.: 45000FDO01 R2 Sheet 9 of 9 aMIAMI• iu NITAINII-DADE COUNITY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATOR' AND ECONO'JMIC RESOURCES (RER) Miami, Florida 33175-2474 HOARD AND CODE ADIN11NISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,vnti,%v.miamidade.ggov/economy Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HPK" Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No 1692 Rev Al, titled "HPX Large Missile Impact Sliding Glass Door", sheets 1 through 5 of 5, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated APR 14, 2014, signed and sealed by Warren W. Schaefer, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Allowable Design Pressure table for glass options and applicable DP. Max. nominal panel width is = 48", 2. Refer to elevation for cluster anchors at interlock/ meeting stiles and intermediate head & sill frame per substrate types. For Side jamb anchoring spacing requirements, see Side Jamb anchor table in sheet 1, LABELING: Each unit. shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertisnng or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by tine words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entu•e NOA 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 NOA revises & renews NOA HI 1-1013.05 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. k I_MIIAWDADE COUNTY 1 NOA No. 14-0505.03 Expiratiou Date: February 24, 2020 Approval Date: July 31, 2014 Page I Ifawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files ##11-1013.05/# 10-0708.04) 2. Drawing No 1692 Rev Al, titled "HPX Large Missile Inpaet Sliding Glass Door", sheets 1 through 5 of 5, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated APR 14, 2014, signed and sealed by Warren W. Schaefer, P.E. Note: the revision consist of updating glazing interlayer only) B. TESTS (submitted tinder file 911-1013.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with the manufacturer's parts and section drawings of an OXO aluminum sliding glass door, prepared by Hurricane Test Laboratory, LLC. Test Report No. HTL-0049-0111-09, dated 03/30/09-05/04/09, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -tip drawings and installation diagram of aluminum sliding glass door, prepared by American Test Lab Inc., Test Report No. ATLNC 1021.01-03, dated 01/14/04, signed and sealed by William F. Wescott, P.E. Note: This test report has been revised by addendum letters 08/12/04, 09/15/04 and 02/03/05, issued by American Test Lab Inc., signed & sealed by William F. Wescott, P.E. (transferred from files # 10-0708.04,10-0202.02, 09-0121.05 & 05-0707,02). C. CALCULATIONS 1. Anchor updated calculations, complying with FBC-2014, prepared by W. W. Schaefer Engineering & Connsuultinng, P.A., dated 04/14/14, signed & sealed by Warren W. Schaefer, PX 2. Anchor verification calculations, complying with FBC-2007, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 11/16/09, signed & sealed by Warren W. Schaefer, P.E. submitted under file # 10-0708.04) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq 1. Chamla, P.E. Product Control Examiner NOA No. 14-0505.03 Expiration Date: February 24, 2020 Approval Date: July 31, 2014 E -1 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) former Solutia, for "Saflex CP: Saflex and saflex HP Composite glass interlayer w/ PET", expiring on 12/11/201 S. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for DuPont SentryGlas ©", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) and letter of no financial interest, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated April 14, 2014, signed and sealed by Warren W. Schaefer, P.E. 2. Statement letter, prepared by W. W. Schaefer Engineering & Consulting, P.A. dated April 10, 2014, of NOA Drawings, testing and calculation have been reviewed to 2014 FBC and found compliant and that No change to existing NOA documents are required, signed by Warren W. Schaefer, P.E. 3. Statement letter of renewal with no change request, dated April 16, 2014, issued by Kawneer Company, signed by Tanya A. Dolby, P.E. 4. Statement letter of conformance to FBC 2010, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated OCT 06, 2011, signed and sealed by Warren W. Schaefer, P.E. submitted under file # 11-1013.05) 5. Statement letter of conformance to FBC 2007 and letter of no financial interest, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 11/16/09, signed and sealed by Warren W. Schaefer, P.E. (submitted under file # 10-0708.04). 6. Statement of Lab compliance, as part of above referenced test report. G. OTHER 1. This NOA 1•evises & renews NOA # 11-1013.05, expiring on February 24, 2015. Is laq 1. chanda, P.E. Product Control Examiner NOA No. 14-0505.03 Expiration Date: February 24, 2020 Apprm,al Date: July 31, 2014 E -2 143" FRAME WIDTH 3" MAX. I EQ. SPACING- —- —EQ. SPACING 3 {--EQ. SPACING 3" 13 T 25 q X 0 C D C z d 2 37113 2 x FRAME SCREWS AT HEAD OPPOSITE g SILL WI [ERE SHOWN 1 ROW REQ'D WHEN SUBSTRATE IS 31 24' e ALUMINUM, CONCRETE n OR STEEL; 2 ROWS REWIRED WHEN i 42 5/8" SUBSTRATE IS WOOD OR METAL STUD). SEE MAX. D.L.O. FRAME ANCHOR TOP.) REQUIREMENTS TABLE" ON SHEET 1 FOR 37' TO 38" REQUIREMENTS. I TERIOR ELEVATION; —' 1 SLIDING GLASS DOOR SCALE: 1/2" = 1'-0" ME JAMB WAS SOTMRE CUT AT DIE ENDS AND INSERTED DEIWETN THE AOJOMNG ACID TRICK AND 1CK. THE HEAD JRAu( d SRL TRMJ( WERE WECHAACAUY ATTACHED TD THE AwS USING TWO(2) X 2L TYPE AS INN IF SCREWS PER END, SCREW HEADS ARE SEAED WITH SILICONE SEALANT & S ARE SEALED WITH DOW 795 SEALANT. 8EBl4SKJd16LIDtl. DUE FIXED INTERLOCK wLLONI IS SOIBAE CUT AT ENDS & WSERTED BETWEEN OWING HEAD TMO( AND SILL TRACT. ME FDRD INHLRLOCX MULLION S MECKANXAMLY ATACHED AT V WITH TA/E(S) NO, 12 X 2' TYPE AD MIN V SCREWS. ENDS ARE SEALED WITH OUR 795 SFAUNL. ALE wLLVN DIE LOCK STILE MULLION WAS MAW CUT AT ENDS & RSERIED BEIWEEN THE C HEAD TRACK AND ELL JRACK. THE LOCK SIRE MULLION IS MECHANICALLY ATTACHED AT EACH END E(6) NO. 12 X 2' TYPE AD HWH 1F SCREWS ENDS ARE SEALED WrtH DOW 795 SEALANT. THE RAILS ARE BARED TO THE SUB AND ARE MECHANICALLY ATTAR D TO THE SIRES WOH NO. 12 X 2' TYPE AD IMDI V SCREWS ENDS ARE SEALED WITH ODTY 195 SEALANT. OPENING TYPE MINIMUM MINIMUM SUBSTRATE) FRAME TO OPENING FASTENER TYPE EMDED EDGE DO. MIN. 2X6 WOOD FRAME OR BUCK ( MIN. GR. 3 & G=0.55) (1)/ 5 16" CONCRETE SCREW 1 3/8" 1' MIN. 16 GA. 33 KSI METAL STUD 1 4" OR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8" THK A36 STEEL 1/4" GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 0.1' TFIK 6063-TS ALUM. _ 1/4" GR. 5 SELF TAP DRILL SCREW FULL 1/2- MIN. 3000 PSI CONCRETE h) 5/i6' CONCRETE SCREW 1 3 4" 2 1/2" MIN. CONCRETE FILLED C-90 GNU 0) 5/16" CONCRETE SCREW 1 3/4" 2 1/2" i) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, AAX. S' MAX. SEE "JAMB ANCHORSPACING REQUIREMENT TABLE ON THIS SHEET LAME SCREWS HERE SHOWN T SIDES. SEE FAME ANCHOR EQUIREMENTS LOU" ON THIS HEFT FOR EOUIREMENTS. 96 3/16" MAX. FRAME WIDTH EQ. 3" MAX.- I I SPACING--{ 3 --ED. SPACING--y 3" 2 25 I X C D F 3LE202 v dI--FRAME SCREWS AT HEAD D,4 rR000E7 Lvib FIFFIdA W14Ni SILL WHERE SHOWN 1 ROW REQ'D WHEN V-cmS•3 SUBSTRATE IS 4p1DWk ALUMINUM, CONCRETE OR STEEL; 2 ROWS WIDiTA d. tro6MrL REQUIRED WHEN SUBSTRATE IS WOOD OR 42 5/8" METAL STUD). SEE MAX. D.LO. FRAME ANCHOR TOP.) REQUIREMENTS TABLE' ON SHEET I FOR REQUIREMENTS. 1 CORNER 3" EXTERIOR ELEVATION: 2—PANEL SLIDING GLASS DOOR GENERAL NOTES: SCALE: 1/2" - 1'-0" 1. THESE DOOR SYSTDIS HWE BEEN JESTED. ANALYZED 4 IPPRM FOR OEM PRESSURES NOT TO EXCEED TIM SHOWN N THE -ALLOWABLE OEM PRESSURE TABLE(S). L OPENINGS, BUCm & RU10ONG FASIEHERS MUSE BE PROPERLY DEW" a VSTALIED 10 TRANSFER WIND LOADS TO THE STRUCTURE. ALL FRRDWAAIE d FASIENgS SMALL BE IN ACCORDANCE WON THESE WIRINGS A STALL NOT VAT UNLESS SPECIFICALLY MENTIONED CH ME ORKYACS SPECIFIED ANCHOR EMBED TO BASE MATu6A SMALL BE BEYOND WALL FINISH 0fl STUCCO. 4. THE OETNS & SPECIFICATIONS SHOWN HERCN REPRESENT ME PRODUCTS TESTED & P MED FOR WATER AIR, IMPACT, CYCLC a UNUTLRTI STATIC AIR PRESSURE TESINC IN CONFOTMAYE WTM ME FLOPoM MOANING O:LE PROTOGIS TAS-201, 202 & 203 FOR LACE MISSILE IMPACT DOORS. 3" MAX. SEE CONSTRUCTION' DESCRIPTION ON THIS SHEET ALLOWABLE DESIGN PRESSURE GLASS ALLOWABLE OPTION PRESSURE POS. NEC. 1 100 PSF 125 PSF 2 100 PSF 135 PSF SEE CIA2INC DETAIL ON SHEET 3 FOR GLASS OPTIONS. 5. THESE DOOR SYSTEMS NNE BEEN OEMEO IN ICCORWICE CODER) INCMEET LUDING NIA VEOCITYYwRRICANOHURRICANE ZONES oM4Q). SIDE JAMB ANCHOR SPACIN( W NPAT $IIIIHERS ME NOTREOUNED Wml DIME ODORS REQUIREMENTS7. AL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCIS OR WOOD FRAMWG SHAH RE WANE OF REStSTWO CORROSION CAUSED IO THE PRESSURE TREATING CHDACA S N ME WOOD.SUBSTRATE ANCHOR SPACING ANCHOR SPACING 6. DEIERINIE ME P041M & ADAM DESIGN LOADS TO USE WHEN REFERENCING THESE DOCIA10M N ACCORDAOE DID THE SINGLE ROW) DOUBLE RI WOOD I1" O.C. 22' O.0GOVERNINGCODEANDGUIERNINGWINDVELOCm. FOR RIND LOAD CALCULATIONS IN ACCORDANCE WON THE FLORIDA BUILDING COO4 A g9ECDONNDI' MC10R OF Xd " O.SS MAY BE APPLIED PER ME METAL STUD 11 O.C. 22" O.0 AYE-7 STANDARD. 9, NO. INCREASE N ALLOMBLE STRESS. HAS REEK USEO IN 111E STEEL 22" O.C. 22' O.0 CERIIFiG110N OF TADS PRODUCT. =0 LOAD =TWO FACTOR Cd 1.6 WAS USED FOR WOOD SCREW ANALYSE pAY. ALUMINUM 22." O.C. 22' O.0 CONCRETE 22" O.C. 22" O.0to. MAIETWALs, wmwrm BUT NOT UmRo JO STEEL SCREWS, THAT COD: N10 CONTACT WIN OTHER DtMA AR MAMMAS SMALL IAEEI ME REDURDrcmS DF FLORIDA BUILDING CODE CMAPIER 10. CMU JAX. 3" MAX. SEE "JAMB ANCHORSPACING REQUIREMENTS TABLE ON THIS SHEET SEE 31 OTHERELEVATION FORPOSMO14S FRAME. SCREWS WHERE SHOWN AT SIDES. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS. 3' MAX. MIEN JOB REQUIRED DESIGN PRESURE IS 50/-67.5 PSF OR LESS, JUST A SINGLE ROW OF ANCHORS ARE REQUIRED & SPACING OF SIDE FRAME ANCHORS MAY BE 22"; REGARDLESS OF SUBSTRATE. AAA4t111 if11 6 . G h i p4G AAAA4 HALITE O88n pippL2 YI LA N< o V' MIN. MIN. SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS a PER "FRAME ANCHOR PER 'FRAME ANCHOR FRAME REQUIREMENTS TABLE' SC F REQUIREMENTS TABLE" L SCREWS SCREWS R PER 4 ELEVATION 1/4' ELEVATION 1/4. MAX. ' MAX. J FRAME SHIM AT EACH F- SKIM AT EACH SHIM AT EACH IANCHOR WIDTH ANCHOR —I- ANCHOR SEALANTS SEALANTS BY OTHERS _ BY OTHERS OTHERS 7 40 2 3 PER 1STI I 25 LLL' 0 I ANCHOR SEEGLAZING $ 39 REQUIREMENTS \ ODETAILN 39 qp 41 TABLE' 1 ON 2 41 4 10 40 40 ` / SHEET 3 20 0 FRAME 2 1/2" MIN. EXTERIOR 5ii r.iEXTERIOREXTERIORSCREWS PER N ELEVATION 21 u $ iRNa IF 40 o o Z T V N a n SEE GLAZING SEE GLAZING DETAIL ON - DETAIL ON "" HOUCY"""p 9 ? SHEET 3 SHEET 3 uW N*iy-oo.3 SEALANTS ut s.owm, o y si_v jay„ BY OTHERS SECTI , 1 5 40 1 40 20 z b m 39 41 39 41 N4IE: 2 ANCHOR ROWS ARE SHOWN. 1 ROW W a R I q ALSO APPLIES PER THE ELEVATIONS. WHEN T 2 22 20 ROW IS USED, IT MAY BE POSITIONED AT z_ A 4 4 24 4 EITHER THE INTERIOR OR EXTERIOR POSITION n $m47SHOWN. _ 4 3$ BALTSEALANTSOTHERSAlBY OTHERS BY FRAME FRAME. i 4' MAX. `U Pc. • d?/2 H SCREWS 1 4' MAX. SCREWS / .. PER / PER SHIM AT EACH _ .2SHIM ATEACtIANCHORELEVATIONELEVATION3uv * ' <MICHOR SUBSTRATE BY OTHERS SUBSTRATE BY OTHERSPER FRAMEANCHORPER 'FRAME ANCHOR % 6 y; REQUIREMENTS TABLE' 2 MIN?" — I REQUIREMENTS TABLE' `— 21IIN?• _ ,' I I 1 , SEC1/ 2 _ _ SECTION 1692 SCALE: 1/2 FULL 2 SCALE: 1SCALE: /2FULCFULC269 ; 2 5 SEE GLALNG DETAIL ON / THIS SHEET I SEE GLAZING — DETAIL ON THIS SHEET tLAZING — ONSHEET / ExriER10R1 - SECTI0 SCALE: 1/2 FLAIL 3 SCALE: 1/2 FULL 3 CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2%_ BUCK L, 2 1N. TO BE MIN. 5 1/2' DEEP (NOT I MIN. REQUIRED WHEN SHIM SPACE IS SUBSTRATE BYWITHINALLOWABLEDIMENSIONS SEE - —OPTIONSGLASSSHOWNSHOWN IN SECTIONS). O RA.RS PER ANCHORREQUIEXTERIOR .: •. `. _ '.:' ,:':•'.'.::; TABLEREMENTSDOW 995 DOW 995 SEALANT 437/ 8' MIN, BITE BY OTHERS Sy CLOSED CELL- BACKER ROD U LJFRAME SCREW PER 115 17 18 20 ELEVATION & TRAME ANCHORTYPICALGLAZING DETAIL ExrERIDR REOUIREMENTS TABLE' SCALE: 1/ 2 FULL GLASS OPTION 1: 9/16' LAMINATED (1/4' H.S./O.10 DUPONT SG/ 1/4' H.S.) GLASS OPTION 2: 9/16' LAMINATED (1/4' H.S./O.070 EASTMAN CHEMICAL CO. SAFLEX CP/1/4' H.S.) OPTIONAL DIRECT MOUNT DETAIL . TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED. THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) FRAME WIDTH 1/4" MAX. SHIM AT EACH ANCHOR 8SUBSTRATE BY OTHERS PER FRAME 13 REQUIREMENTS TABLE' 2 1/ 2' MIN. P/ FRAME SCREWS III PER ELEVATION BY OTHERS SECTI SCALE: 1/ 2 FULL 3 NOTE: 2ANCHOR ROWS ARE SHOWN, 1 ROW ALSO APPLIES PER THE ELEVATIONS, WHEN 1 ROW IS USED, IT MAY BE POSITIONED AT EITHER THE INTERIOR OR EXTERIOR POSITION SHOWN. u ODUC/ kYV00011%1Mfbid M M. eNo03 pv.d. DM. 2020 IYOe W eWipi e`111{ 1111 ER * 0, hflnHl iC 0.156 6.081 s'1- 7 1.562 0.078 0. 0 093 1.438 0.407 1844 Oj HEAD TRACK 10 3TRACK CAP . 7183.519-- 3 TRACK FILLER 1. 125 3. 343 --{ '" 1. 250r'k G-- - 0.078 1.342 TI IF 0. 078 -- - I T -- 1.567 - o 2. 688 0.125 3.242 t0 HEAD TRACK 2.aso L 0. 125 - 5 62Lk FILLER STOP 5. 398 0.085 SILL TRACK FILLER g FIXED 11 STOP 3. 437 --I i 1.250 I- 1. 500 -o.osa OFIXED ®TWO PIECE 4.188 L 3.750 JAMB LOCK JAMB DKE 0.094 @LOCK STILE ff 1.500 1. 273 -- FIXED PANEL VERTICAL RAIL 0. 3 - - 0. 031 24 SILL TRACK T 65Vl. 607 22 ANTI -BLOWOUT ADAPTOR 40. 250 2. 500 L + 90.376 0. 250 23 CORNER REINFORCING PLATE 2. 937 - d 7g INTERLOCK STILE 19 FIXED INTERIOR INTERLOCK 6. 000 I` --00.228 (2 PLM) 25 6" HEAD TRACK REINFORCEMENT 3. 718 0. 078 -- 2. 672 0. 085 OSILL TRACK CAP 16 LOCK STILE MULLION a ITEM REM DESCRIPTION MANUFACTURER/NOTES PARTS i HEAD TRACK 6063-T6 ALUMINUM Y 2 HEAD TRACK CAP 6063-T6 ALUMINUM d 3 HEAD TRACK FILLER 6063-T6 ALUMINUM 4 SILL TRACK 6663-16 ALUMINUM 5 SILL TRACK CAP 6063-T6 ALUMINUM 6 SILL TRACK FILLER 6G63-T6 ALUMINUM 7 FIXED JAMB BASE 6063-T6 ALUMINUM 8 TWO PIECE LOCK JAMB 6063-T6 ALUMINUM 9 FIXED JAMB STOP 6063-T6 ALUMINUM 1D HEAD TRACK FILLER STOP 6063-TB ALUMINUM 11 SIL1. TRACK STOP 6063-T6 ALUMINUM 12 VERTICAL STOP 6063-16 ALUMINUM g 13 OPEN BACK FILLER 6083-T6 ALUMINUM 16 LOCK STILE MULLION 6063-T6 ALUMINUM 17 LOCK STILE 6063-T6 ALUMINUM 18 INTERLOCK STILE 6063-T6 ALUMINUM 19 FIXED INTERIOR INTERLOCK 6063-T6 ALUMINUM 20 TOP &BOTTOM RAIL 6063-T6 ALUMINUM z m 21 22 FIXED PANEL VERTICAL RAIL ANTI -BLOWOUT ADAPTOR 6063-T6 ALUMINUM 6063-16 ALUMINUM 23 2.4 CORNER REINFORCING PLATE SILL TRACK 6063-T6 ALUMINUM 310 STAINLESS STEEL rp0uuCf prvlacp f0 W-9 MIA IH•rb" e•aaudeiW%oj, QQ ac`i I 25 6' HEAD TRACK REINFORCEMENT 6063-T6 ALUMINUM 3 t,•03 a 2r. TSS o GGSSN HARDWARE TANDEM WHEEL ASSEMBLY KAWNEER 594-451 S.S. iu. SI>.ee C Wr z LATCH LOCK 2 PER PANEL AOAMS RITE A151847 S.S. F34 LOCK STRIKE & BACKER PLATE KAWNEER 089-410 & 089-411 S.S. N INTERIOR PULL WITH THUMBTURN KAWNEER 591-416 6063-T6 ALUMINUM EXTERIOR PULL AS REO'D KAWNEER 591-417 6063-TB ALUMINUM a SFAIS AND SEALANTS PILE WEATHER STIPPING PO 9322 POLY BOND z FIXED CASKET 70+ -5 DUROMETER EPDM BY KRPL440RULBWEATHERSTRIPINTEK50230AWEATHERINGGASKETG.E. GFLOY BY ASTRO PLASTICS 4dSETTING BLOCKEPDMafMISC. FASTENERS N0. 10 X 1/2' PFHTFS 2 13/16- FROM ENDS 47MAX. 6' O.C. a s 1692 A suer po. 5 ' 5 M IAM I•DADE MIAMI-DADE COUNTY Mki PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Code 2350 Insulated Steel Sectional Garage Door up to 18'-2" Wide x 8'-0" High with Optional Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, with last revision P1, dated 03/14/2018, prepared by Wayne Dalton, signed and sealed by Dwayne J. Kornish, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing addresses in Pensacola, FL or Mt. Hope, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. LIMITATION: This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 16-0119.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0417.06 Expiration Date: November 27, 2019 Ci Approval Date: May 31, 2018T ,Jl'lLJ Z,G Pagee 1 I Wavne Dalton a Div. of Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA # 16-0119.07" 1. Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 01/07/2016. B. TESTS "Submitted under NOA # 14-0204.09" 1. Addendum letter to Architectural Testing's test report # C9364.01-801-18, dated 07/07/2014, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2253 (2350), 18'2"x 8', Sectional Garage Doors, prepared by Architectural Testing, Inc., Test Report No. C9364.01-801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on Salt Fog Spray per ASTM B 117 prepared by Environmental Testing Laboratory, Inc., Test Report No. 12732, dated 06/22/2013, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 14-0204.09" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01/28/2014, signed and sealed by Mark A. Sawicki, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 14-0204.09" 1. Test report on flame spread and smoke developed of BASF polyurethane foam per ASTM E84, Test Report # RJ1980-3, dated 07/20/2012, prepared by QAI Laboratories, signed by Greg Banasky. 2. Test report on ignition temperature of BASF polyurethane foam per ASTM D1929, Test Report # 01.17794.01.304, dated 12/20/2012, prepared by S thwest Research Institute, signed by Matthew S. Blais. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0417.06 Expiration Date: November 27, 2019 Approval Date: May 31, 2018 E-1 Wayne Dalton a Div. of Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. F. STATEMENTS "Submitted under NOA # 16-0119.07" 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Overhead Door Corporation, dated 01/06/2016, signed and sealed by Mark A. Sawicki, P.E. Submitted under NOA # 14-0204.09" 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 3. Statement letter of no financial interest issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, with revision P1 dated 03/14/2018, prepared by Wayne Dalton, signed and sealed by Dwayne J. Kornish, P.E. F. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1219.02 issued to Covestro, LLC for its Makrolon Poly — carbonate Sheets, approved on 03/22/2018 and expiring on 08/27/2022. F. STATEMENTS 1. Statement letter of code conformance to the 61h edition (2017) FBC, issued by Wayne Dalton, dated 03/13/2018, signed and sealed by Dwayne J. Kornish P.E. Carlos Al. Utrera, P.E. Product Control Examiner NOA No. 18-0417.06 Expiration Date: November 27, 2019 Approval Date: May 31, 2018 E - 2 NOTES: 1. IMPACT RESISTANT GLAZING OPTION — IMPACT RESISTANT 13 GA HORIZ ANGLE GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING 13 GA FLAG ANGLE DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WITH A MINIMUM #8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 3X ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE 16 GA MIN HORIZ DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. TRACK 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. 5/16x1-5/8" MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM LAG SCREW (MIN 3 7/16" TO MEET NEGATIVE PRESSURES. AS SHOWN) 3. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 4) 1/4-2Ox9/16" LARGE HEAD TRACK BOLTS OR 4. LOUVER OPTION — LOUVERS MAY BE INSTALLED IN DOOR IF 1/4-20 STUDS WITH THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR 1/4-20 HEX NUTS VENTS LARGER THAN 60 IN' MUST BE TESTED FOR IMPACT. 15 GA MIN VERT 5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN TRACK FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G-40 WITH PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.8 KSI 1/4-2Ox9/16" TRACK AND BACKER STEEL HAVING A MINIMUM 29 GA THICKNESS BOLT AND 1/4-20 HEX G-40 WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL NUT AT EACH JB—US BE MINIMUM 1-5/16". JAMB BRACKET LOCATION 6. A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. 9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U—BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75 MPH. L\LL.... a ...... i P tvEEN F tii No. 77945 S OT STATE OF Cis'•., CORIDP.. ' . 010Nyy.A,, L ENG A• n H: 1nMT V y/T/ 11 YT 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUANTITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK BOTH ENDS NOT REQUIRED WITH OPERATOR — SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION DOOR SHOWN. SEE N 1 THIS SHEET FOR GL OPTION. UPD-D — 9 DDr 14nr SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB (PLF) LOCATION (LBS) 7'-0" 123.6/-123.6 1261.9/-1426.5 17'-2" 8'-0" 123.6/-123.6 1436.0/-1623.3 7'-0" 130.8/-130.8 1422.5/-1608.0 18'-2" 8'-0" 130.8/-130.8 1618.7/-1829.8 JAMB BRACKET SCHEDULE NO. OF JAMB LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 2" (JB—US), 10" (JB—US), 21-3/4" 6'-6" 4 7 JB—US), 29-3/4" (JB—US), 39" 48" (JB—US), 57-1/4" (JB—US) 2" (JB—US), 10- (JB—US), 21-3/4" 7'-0" 4 7 JB—US), 29-3/4" (JB—US), 42" (JB—US), 52-1/2" (JB—US), 63-1/4" (JB—US) 2" (JB—US), 10" (JB—US), 18-3/4" (JB—US), 7'-6" 4 OR 5 8 26-3/4" (JB—US), 36" (JB—US), 45" (JB—US), 54-1/4" (JB—US), 74-1/2" (JB—US) 2" (JB—US), 10" (JB—US), 21-3/4" (JB—US), 8'-0" 4 OR 5 8 29-3/4" (JB—US), 39" (JB—US), 48" 57-1 2" (JB—US), 75-1/2" (JB—US NOTE: JB—US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. PRODUCT REVISED plying with the Florida Building Code NOA-No. 1$-0417.06 Expiration pate 11/27/2019 ByMiami- a e Productduct Control Wayne DESK) (PSF); +46.00/_S2.00 MAx wO H: 16'-2- DATE TEST (PSI): +59.Do/-Ta.Do MAx HEIGHT: e'-o' DRAM 4/9/14 WaltonLO1t 1" IMPACT/CYCLIC RATED (YES/NO): YES IMO SECTION HEIGHT24 OHECRED DATE GARAGE DOORS MODELS4600/4650/66OD/63OO/6500/5150/5200/TM515/N525 SHEET 1 OF 3]95 ADDISON DRIVE IRA"' PART ND. PENSACO;A, iLO%9 32514 ydNDLOAD SPECIFICATION OPTION CODE 2350 353188 N,.rR REDS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0417.06 Expiration D e 1112712019 ByMiami -Da. a Product Control Wayne OE9GN (PS +4600/-5LOD YA% nM: IB-2' TST (PSF): HERMIT: 8'-0' R/ DaItO n. IMPACT/CYLYJC RATED (YES/NO): YM MAX SECTION HE24' 01f GARAGE DOORS I YODELS 4600/450/6600/8300/8500/5150/5200/TM515/TM525 REVISIONS 2) 12 GA COMMERCIAL 'L' FRAME PI 1PDAM E BLOCK TOP BRACKETS ATTACHED WITH (4) 12 GA EXTENSION BRACKET NO. 2 HALF HINGE aC 1/4-20x7/8- SELF DRILLING SCREWS ATTACHED WITH (3) 1/4-14x7/8" ALIGN BOTTOM OF / POST 2 THROUGH U-BAR AND TOP SELF DRILLING CRIMPTITE SCREWS HINGE WITH TOP ' BRACKET) 2 THROUGH STRUT AND BRACKET) OF THE U-BAR I HITCH PIN / e 14 GA BOTTOM BRACKET G ATTACHED WITH (2) I 4) 1/4-14x7/8" STRAP 13 GA ROLLER SLIDE ATTACHEDW.& 1/4-14x7/8" SELF DRILLING SELF DRILLING TO BRACKET WITH 5/16-18 BOLTCRIMPTITE SCREWS THROUGH® CRIMPTITE NUT IN THE CENTER SLOT U-BAR AND BOTTOM BRACKET SCREWS (2) AND (1) 1/4-145/8" SELF THROUGH U-BA DRILLING TAMPER RESISTANT AND HALF HINGE I ADD (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS DETAIL A SCREW"--- DETAIL D 2) 5/16-12xl" ' INSIDE OF EACH INSIDE END HINGE) . SELF DRILLING SCREWS 16 e 2" STEEL ROLLER WITH 9" GRADE HEADER TOP PLATE EXTENSION FLAT WA HERS 1/2-13x3-1/2" HEX BOLT 1144 OR EQUIVALENT STEM HEADER LOCK BOTTOM BRACKE I g° BRACKET TOP LOCK PLATE 1/2-13 i 4) 5/16-12xl" SELF DRILLING SCREWS HEX NUT I DETAIL G 2) 14 GA WIDE BODY END HINGES EACH ATTACHED WITH I ; 4) 1/4-140/8" SELF _ .- I / _ • DRILLING CRIMPTITE SCREWS DETAIL B (4) 5/16x1-5/8" LAG SCREWS - / ( 4) 5/16-12x1" 2500 PSI MIN 5/16-18x2-1/2" SELF DRILLING CONCRETE o c HEX BOLT & NUT _ / SCREWS INNER POST a. 14 GA WIDE BODY I _ INTERMEDIATE HINGE ® O ATTACHED WITH (4) TAIL 8" X 8" MIN / 1/4-14x7/8" SELF DRILLING — TURNDOWN SLAB, 8" MIN CRIMPTITE SCREWS - / - (4) 1/4-14x7/8" AT EDGE EDGE 14 GA CENTER HING /' SELF DRILLING '- DISTANCE DETAIL C CRIMPTITE SCREWS HITCH PIN DETAIL H 4) 1/4-14x7/8" LOCKING SELF DRILLING STRAP CRIMPTITE SCREWS ADDED TO EACH uulTtii / HINGE WITH A POST I P IfE Jk Jig STRAP PRODUCT REVISED as complying with the FloridaO 2) 5/16-12xl" SELF NOlding Code 18-0417.06 No.» N = DRILLING SCREWS EACH gag '•Z _ WITH (1) 5/16 FLAT POST ExpirationD 'I'1127/2019 WASHER y :"" g r ST DETAIL F Miami-D de Product Control A7F OF XORIDA STATL PRESSURE ftAPNCS A PROVED 512E5 SLATE: N.T.S. 512E: A DESIGN (PSq.. +A6.00/-52.00 MAX MOTH: 18'-r DATE NAME 1///otm -E GN, Wayne T(PSF): +69.00/-JB.00 4A%HEICNT: B'-0" DRAWN +/9/14 CRTA\L` ®Dalton_ IMPACT/CYCDC RA Tm (YESNO): YES MAx SECTON HEIGHT: 21 CHECKED GATE INIIALS GARAGE DOORS MODELS4600/+650/6600/B300/8500/5150/5200/TM515/TM525 SHEET 3 OF 7 3395 ADDISON DRIVE DRAWING PART N0. REv. 3 / Pu SAU,ORRIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 353188 P1 PyNE'JK R '. k No.77945 0,, STATE OF (V Cass <ORID?.. ANAL EN n T-5 6( ALUMIN EXTERI I FRAME DETAIL J HINGE & BACKER PLA TE L 0CA TIONS 17' TO 18' 2" 17' TO 18' 2" 5 6063 ALUMINUM NTER)OR FRAME J,0, 1. - 61DIX PRODUCT REVISED as complying with the Florida Building Code NOA-No. 1 B-0477.06 iHEETMETAL SCREW Expiration D yR 11, 1271201.9 4" POLYCARBONATE By Miami-D de Product control STATIC PRESSURE RATINGS APPROWO S12E9 SCAB: N.T.S. Wayne DESDN ( PSF): +46.00/-52.00 1 MAX WOT 6'-2" DATE TEST (PSP): + 69.00/-)8.00 MAX HEIGHT: 9'-0' DRAWN 4/9/11 Daito n_ IMPACT/CYCLIC RATED (YES/NO) Y S MAX SECTION HEIGHT 2A" CHECKED I DATE GARAGE DOORS MODELS A600/4650/6600/8300/3500/5150/52DO/TA515/TM525 ISHEET 4 C 3395 ADDISON ONN DRAWIND PART PEJSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 353188 650) A7- 9690 REMSIONS 00 O 5 TFD ltilE RLOCK Esc 3/,a/,5 TOP LOCK PLATE 1020 CQ G-60 H.D.G.--x.Ts•—{ HALF HINGE HOT DIPPED GALVANIZED STEEL xT TOP PLATE EXTENSION 1020 CQ G-60 H.D.G. HITCH PINOI _ x IO O O fir 1020 CO G-60 H.D.G. HEADER LOCK BRACKET 0 0 11 1020 CQ G-60 H.D.G. U BOTTOM LOCK PLATE 1020 CQ G-60 H.D.G. a.6T 1 au - 3.>r oar POST SYSTEMO IL gar -1 COMPONENT DETAILS PRODUCT REVISED as FloridawiththeIcoaLOCKGSTRAP1020H.D.G. ,A AAB. P NE -j KO jA"% Q,.'• IGEN,pF'•,-y/Sildin Non - No 'I8-0417.06 Expiration Dad 7'112712D'19 No. 77945 'y ' 6063 T-6 ALUMINUM INNER POST By Miami- D a Product ctControlWayne STATIC PRESSURE RArNG6 APPROVED SIZES SCALE N.T.S. SIZE 01A •'. ; DES GN ( 600/-5200 uA% WO H 8'-2" DATE NAME EST ( PS } +69.00/-)6.00 A% H CHT: 6'-0 DRAWN 4/9/14 GRT STATEOF :' y, tcn ' `<ORIDP,.•' : 6063 T-6 ALUMINUM OUTER POST DaI4On. IUPAGi/CYC C RA ED (YES/ND): E5 uAx sCcnON REG T: z: cHECKEp DATE NmALs pDRIVEDRAMiNC YWEIS 4800/4650/6600/8300/8500/5150/5200/TM5T5/T 525 SHEET OF ] PART N0. REV. nrti,ire SS v\ NAL N GARAGE DOORS ADDISON 32— WNDLOAD SPECIFICATION OPTION CODE 2350 AV\\ o L i 1111I I I I1 1 PENJJ95 SAOXA. RORIDA 850) 4)4-9890 353188 P1 5) SECTION DOORS WITH 9) 3" 18 GA 80 KSI U-BARS LOCATED AS SHOWN 4) SECTION DOORS WITH 7) 3" 18 GA 80 KSI U-BARS LOCATED AS SHOWN YT 11111IIITI / . \ -- NE J KOR No. 77945 D * *_ OSTATE OF 4t ALL U-BARS SHALL BE ORIDP.•' : ATTACHED WITH (2) rIs, ENG 1/4-14x7/8"" SELF III11T1 DRILLING CRIMPTITE SCREWS AT EACH HINGE 0 LOCATION AND BETWEEN M, ALL END HINGES AND INTERMEDIATE HINGES, A MINIMUM OF (22) FASTENERS ARE TO BE USED. HEADER L TO SECUR POST FOR CORROSIO CHAINS, T HALF HINI BOTTOM STORAGE POST SYSTEM STORAGE NOTE: POST SYSTEM SHALL BE STORED IN A CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8" SIMPSON TITEN 3/8" SIMPSON TITEN SCREW ANCHOR TO 3 " X 3" LONG8 HD SCREW ANCHOR TO HD LAG SCREW"' 2000 PSI MINIMUM 2000 PSI CONCRETE' GROUT FILLED CMU" 24 24 24 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF 130.8/-130.B LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. B. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0417.06 Expiration a 11/27/2019 ByMiaml-Dade Product Control STATIC PRESSURE RATINGS APPROVED SZE5 SCALE: N.T.S. 52 Wayne MS. (PSr): +46.00/-5200 4A% WIDM ,6'_2• DATE TEST P : +69.00/-7B.O0 IMAX HETGIIT: 8'-0- DRAWN 4/9/i4 Dalton_ NPACT/C NC RATED (YES/NO} YES MAX SCCTION HETGHT:2t CHECKED DATE 1 GARAGE DOORS MODELS 4600/4650/6600/B300/BMO/5150/5200/1M5,5/TM535 SHEET 5 OF 3395 ADa50N DRIVE DRAWING PART NO. Po+sAcou, rtOMDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2350 353188 850) 4719390 11111111If/// N E J .. O' P.'C)CENg' No. 77945 S- c••'. STATE OF. •((/ bow S ONAL ENG\``. MINIMUM 2x6 #3 CE HEADER LOCK MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. 4, 4. . i , 8.. 4" 4,, 811 2) 3/8" SIMPSON TITEN HD SCREW _ ( 4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" O.D. WASHER ANCHOR WITH A 1-1/4" O.D. WASHER AND A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DISTANCE OF 4". DETAIL 1 DETAIL 2 MINIMUM 2000 PSI CONCRETE MINIMUM 2000 PSI GROUT FILLED CMU MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. t-t/2'J .. ( 4)- 3/5" DIA. x 3" LONG LAG SCREWS WITH 1-1/4" O.D. WASHERS. DETAIL 3 WOOD SUPPORT STRUCTURE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0417.06 Expiration D 11127112019 By - Miami-Dado Product Control urDArzn nnc eEocx nAn6 Wayne DES N PSF} 6.00/-52.GO MA%MD H: 18'-2' DATE 5T (Pv) 69.00/-)6.00 uA%HE GHT: 8'-0" D- 4/9/11 Dalton. IMPACT CYCDC RATED (TES/NO): YES MAx SECnON HEIGHT: 24' CHECKED DATE GARAGE DOORS 10DEL5 4600/4650/6600/8300/8500/5150/5200/WS15/TM525 SHEET 7 OR D s ADDa. DRn£ DRAMING PART NO. ENSACOIA, R.RIDA 32514 WNDLOAD SPECIFICATION OPTION CODE 2350 353188 M IAM I•QADE MIAMI-DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 'r (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,tiw+v.minmidade.eov/econoiny Eurotech Industries, Inc. 4201 NE 121h Terrace Ft. Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "700 Wet -Glazed" White PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 700SHWO01 R1, titled "700-Series Single -Hung Window Wet -Glazed) Large Missile Impact Resistant", sheets I through 6 of 6, dated 08/28/12, with revision #1 dated 07/23/13, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, nnodel/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting, the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Y NOA No. 13-0227.01 MIAMI DARE COUNTY Expiration Date: January 16, 2019 e-" g Approval Date: January 16, 2014 r (? Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 70OS11WO01 R1, titled "700-Series Single -Hung Window (Wet -Glazed) Large Missile Impact Resistant" sheets 1 through 6 of 6, dated 08/28/12, with revision 41 dated 07/23/13, prepared by Category 5 Engineering Services, Inc., signed and sealed by Enuna T. Mellinger, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a Rehau's series 700 white PVC single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3726-4, dated 04/27/11, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2010, dated 08/29/12, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0601.06, issued to REHAU Industries, Inc., for their White Rigid PVC Exterior Extrusions, approved on 08/11/11, expiring on 06/17/14. 1JI Manuel PereL;'P.1J. Product Control 6amin4r NOA No. 133022701 Expiration Date: January 16, 2019 Approval Date: January 16, 2014 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated August 30, 2012, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Statement letter of no financial interest, dated August 30, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 3. Laboratory code compliance statement, dated 04/27/11, issued by National Certified Testing Laboratories for Test Report No. NCTL-210-3726-4, signed and sealed by Gerard J. Ferrara, P.E. 4. Manufacturer's Acknowledgement Letter issued by Eurotech Industries, Inc., dated 11/06/13, signed by Angelo Petreccia, President Eurotech Industries. 5: Association Release Letter for Master File #13-0075 issued by AAMA, dated 12/18/13 and signed by Brad Schultz, Associated Laboratories, Inc. AAMA Administrator/V alidator, G. OTHER 1. None. E-2 w' Manuel Pere7"- Product Control EN'amine- NOA No. 13-022.7,41 Expiration Date: January 16, 2019 Approval Date: January 16, 2014 700-SERIES SINGLE HUNG WINDOW (Wet Glaze Exterior View o U0 Xa v M 5 1 3 3 E Xa i v M A No Anchors at Sill 47 %4r Max. D.L.O. SA" AA,-ry Gr--- \A/;AJ , _. DESIGN PRESSURE RATING MISSILE IMPACT RATING 60 psf, -60 psf Large Missile Impact NOTES This Product is a Vinyl Single -Hung Window with Steel Reinforcement, Wet -Glazed with Laminated Insulated Glazing. Vinyl Material Meets the Requirements of the 2010 Florida Building Code (HVHZ), and has a Current Miami -Dade County NOA. This Product Has Been Designed and Manufactured to Comply with the Requirements of the 2010 Florida Building Code, including the High Velocity Hurricane Zone (HVHZ). This Approval Applies to Single Units, or Combinations of Units Installed Either Side of Product -Approved Mullions Meeting the Site -Specific Design Pressure Requirements. Wood Buck Design by Others: Wood Bucks Shall Adequately Transfer Imposed Loads to the Surrounding Structure. A Load Duration Increase in Allowable Stress Has Been Used in the Design of Anchors into Wood Only. Anchors Shall be As Listed, As Shown on Details Herein. Anchor Embedment into Base Substrate Shall be Beyond Wall Dressing or Stucco. Anchor Conditions Not Described Herein are Not Part of This Approval Document, and Shall Require a Site Specific Design Signed and Sealed by A Florida -Registered Professional Engineer. TABLE OF CONTENTS SHEET 1 2 3 4 5 6 DESCRIPTION Elevation and General Notes Anchor Schedule and Installation Notes Anchor Details Cross Sections and Glazing Detail Components and Bill of Materials r-'nrnar r'nmtrl Irtion W V w r U S W'D Co E cL m Um oLL m §E 0 e XpprmrJ nc compl luU e•1161gh PIurIJx DeidimI Cole Wleo Mt-1 ITmie ProJu r Cbn"'oj O -- c Z U M x 3 y Zw V i N (V v U W O O N H - O CL W 3 E t Z o Z y m^ a U NP2LUHW 1-- --0 0 W Oza N W o O O nZ 0 OZ o Q W w m a Q a Nk o I I 0. I DRAWINGNo.: 700SHW001 R1 Sheet 1 ofSheet of 6 700-SERIES SINGLE HUNG WINDOW (Wet Glazed) Exterior View See Table for Typ. Spacing 0 Left Jamb Anchors as for Right Jamb) jMeeting Rail Cluster See Table for Qty. 0 No Anchors at Sill) REQUIRED NUMBER OF MEETING STILE LOCKS Window Width Window Height 76 in 63 in 56 in 54in 3 3 2 52in 3 3 2 48in 3 2 2 42in 3 2 2 40 in 2 2 2 1/'a measurement falls• benveen sizes, use number oflocks.for the next largest size. 3" 4" Max. 4" Max. 4" Max INSTALLATION NOTES Anchors Shall be of a Type Listed on This Sheet, Depending on the Substrate. Anchors Shall be Located a Maximum of 4" From Corners, and 3" From Meeting Rail. A Cluster of Anchors Shall be Located at the Meeting Rail, Distributed Equally Either Side. The Required Quantity of Anchors per Cluster is Shown in the Table at Right. A Cluster of (4) Anchors is Illustrated Above. The Balance of Anchors Shall be Spaced Depending on the Frame Dimensions and Anchor Type, According to the Table at Right. No Anchors Shall be Required at the Sill. Wood Bucks Shall Fully Back the Window Frame, Supporting its Entire Depth. A 1"x Wood Buck Shall be a Wood Buck Having a Thickness of Less Than 1 Y2' . 1" Wood Bucks Shall be Optional if the Window Can be installed Directly to the Substrate. The Installation of 2" x as well as 1" x Wood Bucks Shall be Engineered by Others, as Approved by the Authority Having Jurisdiction. A Structural Shim Shall be Used at Each Anchor Location Where a Gap of Y8-inch or More Exists Between the Window Frame and the Substrate. Such Shims Shall Extend the Entire Depth of the Frame, and be No More that Y4-inch in Thickness, Unless Otherwise Specified. Anchor Embedments and Edge Distances Indicated Shall be Beyond Wall Dressing or Stucco, into Structural Substrate. ANCHORS SHALL BE OF THE FOLLOWING TYPES: TYPE I: For Installation into Concrete Substrates, Use Approved 3/16' ELCO Ultracons of Sufficient Length to Achieve at Least 13/4" Embedment. TYPE II: For Installation into CMU Substrates Hollow or Grout -Filled), Use Approved 316' ELCO Ultracons of Sufficient Length to Achieve at Least 13/s' Embedment. TYPE III: For Installation into Wood Substrates, Use # 10 Hilti Kwik-Flex Screws, of Sufficient Length to Acheive at Least 1 Y2 Embedment. TYPE IV: For Installation into Metal Substrates, at Least Y8' Thick, Use # 10 Hilti Kwik-Flex Screws of Sufficient Length to Achieve a Minimum Penetration through the Metal of Three Full Thread Pitches. No Shim Space is Permitted. ANCHOR CLUSTER and SPACING REQUIREMENTS ANCHOR pa od a 'A a ANCHOR a a TYPES II o ' o o' boo o' \ o Q 00 o TYPES I and III G\ S OTC, 0 G\JS 0 O G & a\- alG and IV Height Width <=37 in Width <= 46 in Width <= 54 in Height All Widths 38 in 2 16 in 13 in 2 14 in 13 In 4 10 in 10 in 48 in 2 14 in 13 in 2 12 in 12 in 4 10 in 10 in ALL 2 16 in 131 76 in 2 10 in 10 in 4 10 in 10 in 4 9 in 9 in Foy height dimensions in betiveen sizes shoivn, use next larger size to determine the cluster size and anchor spacing. 1 P rl u L LL < O z mt a vmaW o E w U0w a 4pproved at 10tupl5'Ing MII, lot• Ffnrlds Im I,np Codr r4- Mtn- 1 Dade pmdnct Control 2 t r C y yT ,y Z ^ U{ W 0 C Z UON x aginnE 2- tJ Z LLO N Z> U a H Mri: 5 O c o H W Z a a O o cv O Z0 o o FW- v O m' OF U pN O Z 1$- 0 N d z DRAWING No.: 700SHW001 Rl i.e. Tor 50" height x 40")vidth, use anchor spacing corresponding to 76"height x 46" width. Sheet 2 Of 6 3/16' Elco "Ultracon0," a 21/2' Min. Edge Distance a; a z 13/4 " Min. a Embedment 2,730 psi min. Concrete or Grout -Filled CMU . 10 Self-Drllling Screw Hilts Kwik-Flex) 0.75" Min. Edge Dist. 1Y2" Min. Embed. 2" x Wood Buck See Notes Sheet 2) Y4' Max. Shim Space I IExterior After Frame Installation, Fastener Heads Shall be Sealed with Caulking, and Fastener Access Holes Shall be Covered with Ashland Plug Buttons Apply Continuous Yz' Bead of Silicone Caulking Along Entire Frame Optional 1"x Wood Buck See Notes Sheet 2) ANCHOR TYPE I Detail applies to Head and Jambs: No Fasteners at Sill Y4' Max. Shim Space a Exterior After Frame Installation, Fastener Heads Shall be Sealed with Caulking, and Fastener Access Holes Shall be Covered with Ashland Plug Buttons Apply Continuous Ys' Bead of Silicone Caulking Along Entire Frame ANCHOR TYPE III Detail applies to Head and Jambs: No Fasteners at Sill -- 3/6' Elco "Ultracon®," d a a 2%2' Min. Edge Distance 13/8" Min. ; Embedment e n 1,924 psi min. Hollow CMU . . a d ANCHOR TYPE II Detail applies to Head and Jambs: No Fasteners at Sill 10 Self -Drilling Screw Hilti Kwik-Flex) Y2' Min. Edge Dist. 3 Full Threads Penetration Metal Structure IYa" Min. Thickness Aluminum 6063-T6. or 169a Steel) ANCHOR TYPE IV Detail applies to Head and Jambs: No Fasteners of Sill Y4' Max. Shim Space Exterior After Frame Installation, Fastener Heads Shall be Sealed with Caulking, and Fastener Access Holes Shall be Covered with Ashland Plug Buttons JL'Jln a / Apply Continuous Ys' Bead of Silicone Caulking Along Entire Frame Optional 1"x Wood Buck See Notes Sheet 21 No Shim Space Exterior aAfter Frame Installation, 5 Fastener Heads Shall be Sealed with Caulking, and Fastener Access Holes Shall be Covered with Ashland Plug Buttons Apply Continuous Ys' Bead of Silicone Caulking Along Entire Frame np rng 0 C) u LUl 'i UQO LL Z u W O v E c a i Fkrld vliliop Cc4en„lei o h1lnmll:ndc Prntluct.Lnnl ml 0 c M Z CA N Z 0 yr N Z o O V ar CCL J V G Q O a Z u- N z 3 d) v t/1 C W coW0 N ZW a o Or O z N Lu 80I o o\ u o 00 Q Ltl y O w z DRAWING No.: 700SHW001 R 1 l Sheet 3 of 6 U SECTION 01a ( Head) o ,2 p I I I I I I I I I I I l— I V J_ J_ Interior Exterior r SECTION EII (Mtg. Rail) C Interior] f Exteriorl Weep Holes In SIIi, Localed at 6" From Each End, and 17' o/c Thereofter. M Aluminum SECTION / Lower Jamb) `a J I Exterior I.875" Overall v Corning 995 one Glazing q" Clear Annealed Glass 0.090" DuPont PVB Laminate j' Clear Annealed Glass 7' Air Space ear Tempered Glass Interior Exte^^rT GLAZING DETAIL Wet -Glazed) SECTION IUnner-1—hl \C/ D C ic v I B A J wa Lrh U V N ° ° ^ c Ooy E E y o 0 Lpprrovcd nr caopl}'1 eil0 IhP t 8 M111n/m1 U,ad e l'roJ(udlCoulrol F f y ZP H T N U N y° rGQW / r E v P Z 0 m N NU o C LiuC FW--0o O c v yLU O LU O N IIr IIn I c l l Ir II I Ro a t 3/4'- 0.075' Typ. 8 Tall Sill Insert l9/Q 0.055" Typ. 12 Wide Sash Stop 13/4 0.055' Typ. 09 Standard Interlock 0.05S" Typ' 16 DI Lift -Rail Glazing Stop for 7/8" Glass 3/6 0.055" Typ• 9 6 to Glazing Stop 42 for 7/8" Glriss _.- __ 0.075 Typ.' n--y-- El3 Rem# Part # Descrlpfion 1 601385 Frame 2 605733 Sash 601395 Transom 4 601415 Reinforcement - Frame 5 600195 Reinforcement - Sash 6 Reinforcement - Sash 7 1 601405 Reinforcement -Transom 8 245534 Snap -in Sill 9 608703 608703StSt andard Interlock 10 605683 Lift -Rail Glazing Stop 12 1 605703 lWide Sash Stop 13 619405 Transom Attachment Brack 0 1Single -Hung Frame 4 A092D0412 Lock (for qty. see chart on 15 R-500701-WH lKeeper 0. 075" Typ. L / USingle - Hung Transom OCommon Sash aterlal Vendor Vinyl Rehau Industries, Inc Vinyl Rehau Industries, Inc Vinyl Rehau Industries, Inc GaN. Steel Rehau Industries. Inc Gatv. Steel Rehau Industries, Inc Aluminum Rehau Industries, Inc GaIv. Steel Rehau Industries, Inc Vinyl Rehau Industries, Inc Vinyl Rehau Industries, Inc Vinyl Rehau Industries, Inc Vinyl Rchau Industries. Inc Vinyl Rehau Industries, Inc Nylon Rehau Industries, Inc Zinc Truth Steel I Four -Jerks 17 23600 1PivotBar Amesbury 18 75065-015C Tilt -Latch Assembly Zinc Ashland 19 13864 Latch Hook Steel Ashland 20 261582 Drain Cover Caps Vinyl Rehau Industries, In 21 13856 Plug Buttons Vinyl Ashland 22 Fin Weatherstrip (single -piece construction)Polypropylene Ultra Fob C5) 2-Tab Steel Keeper 2% 6 fd wo 0." T075yp. 13 Single -Hung Transom Attachment Bracket Steel Reinforcement for Single - Hung Transom 36 22 Fin Weatherstrip 3/ 8 0. 062" 0 Steel Frame Reinforcement 9 1 0. 0621/ 6 5/, 6d 5J Steel Sash Reinforceme 5/" 0.125" 6) Reinforcement - Sash Stiffener 5/ 6 20 Drain Cover Cap V H U a Q E Wev aO n^ nppmvcJ ns campl Inp a1161h'r r FIarIJu L'v!Jin de , 0 1171em1 Un4x Produ<I'ContrAl r C U v M Z1n M X Z w r vCie_ 0 V 1 6 1) Np oa t— P a lJJJ ( 5 E O — V Z in , tz'nU a LLJ O LU O C o A' WM V Uj W Z a r O O Of\ a co O z a ZauiO Z DRAWING No.: 700SHW001 Rl Sheet 5 of 6 Miter -Cut Welded Corner FRAME DETAIL SASH DETAIL Miter -Cut Welded Corner v < U • - OIWC 10LL N n U Adaw 0 aPRt'ovrJ es rompi}ioa nigh tArrPIorIJgRu;JHIP f.Me Ihilr o All—Ni'de P—IM Contro) R} o o Z n co U M x tn C yTNTSS1VQ d P 0 Ot- rJnLLI Z OV0 N > NVtotn_ aUa N CUJ W C I_ 0 ri v WN Z a LU o Z a H ca O Z nn1ZO 0 O Q L z DRAWING No.: 700SHW001 Rl Sheet 6 of 6 MIAW ADE e MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) www.miamidade.gov/economy Mastic Home Exteriors, Inc. 2415 Campbell Road Sidney OR 45365 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A 4J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mastic Aluminum Soffit APPROVAL DOCUMENT: Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V- Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and in FBC 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA # 11-1130.02 and consists of this page 1, evidence page E-1, as well as the approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 11 NOA No: 16-0801.06 MfAMI DARE C2t1NTY Expiration Date: November 16, 2021 Approval Date: October 6, 2016 Page 1 Mastic Rome Exteriors, Inc. NOTICE OF ACCEPTANCE - EVIDENCE PAGE A. DRAWING "Submitted under NOA # 11-1130.02" 1. Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V-Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E. B. TEST "Submitted under NOA # 07-1026.01 " 1. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of the Aluminum Soffits, prepared by Architectural Testing, Inc., Test Reports No. 75856.01-109-18, 75861.01- 109-18 and 75862.01-109-18, (all Revision 1), dated 10/05/2007, signed and sealed by Michael D. Stremmel, P.E. C. CALCULATIONS "Submitted under NOA # 07-1026.01 " 1. Installation Analysis of Aluminum Soffits, prepared by H.R. Engineering, Inc., dated 03/27/2008, sheets 1 through 4, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by H.R. Engineering, Inc., dated 08/05/2016, signed and sealed by Allen N. Reeves, P.E. Submitted under NOA # 11-1130.02" 2. Statement letter of code conformance to the 2007 and 2010 and no financial interest issued by H.R. Engineering, Inc., dated 04/25/2012, signed and sealed by Allen N. Reeves, P.E. 3. Certificate of amendment dated 12/01/2010 last revised in May 2002. 4g 271 ! b Carlos M. Utrera, P.E. Product Control Examiner NOA No: 16-0801.06 Expiration Date: November 16, 2021 Approval Date: October 6, 2016 E-1 WOOD ROOF FRAMING MAXASUM SPACING 24' FASCIA MhBMUM I^ X T CONSTRUCTION GRADE. SOUTIUMN PIPE OR EQUIVALENT WOOD BATTEN STRIPS, 5 TOTAL EAVE PERSPECTIVR . NAILING PATTBRN A IM ALONG INC mocK x 12" ALONG wwm B SINGLE ROW IN EACH GROOVE ALONG CENTER BATTEN i NAILS A JOINT AREA .12" DIA. SHANK 3/8" D1A. HD.,1-IR" LONG B GROOVE AREA .1(" DIA. SHANK 3/16" DLA. BD. 2" LONG BATTEN 1" X 2" P.T. SOUTHERN PINE CONSTRUCTION GRADE - BtiAB. .ANAII. CENTER BATTEN IF t-- fir S, SOFFIT ALL SVO 12" V- GROOVB, DOUBLE ALLNABB TO BE CORROSION RESISTANT". . .. U' : B NAB. A NAIL, H' :..:. A CENTIIt BATTEN SOFFIT SA.R 1213 SL@ r WIDE TRIPLE 4 t. i RnO,' JAVE LON AL S ONSLON ALS&SONS . RP> a e.i lrry.a*.Pblb gos= oo al:nunnppr N. REE VENTED SOFFITS NET FRE$ AREA Product u• SfHi6V - 6•_ 7.S q,t lt LFuizw Ir I":61m LCASUM Ir 4A cg3a./R Ir 10.6 P: , F•. S ., v ..Oy tevc No. 1.54 wM Q<Fie'W k. ':*_ h MA81TC HOW BRIORS,'[NC- O". STATE OF :- eT NISCAMP$ffiPISELL ROAD P 2: M PraAwCmel SMNRY,0945366 M7) 4N4724 1 r..•....' TI2TE 23 bl. 2 o/ 2 ALUMINUM SOFFIT' . Allen N. Reeves, P.E, SECB INSTALLATION SOroixmalEngineer Florida l'ccnscNo.19354 4A6 CROSS SECTION a0377Rff a 0 7R ., 1.303 REF - DETAIL A N 4 0.380• V Q9 e o y 1.297 w- 2' Ii TAn. B 4 1 E9 Ob d DETAH.. D PLAN VIEW D END VIEW N 1Re PQ!'CENs iP'• F . MOMCr teWPa 3 *.: No. 19354 = a e ryvR wAd.FWA. ems, .= STATE OFF Rr 23 ucy 20/7. Allen N. Rgevm P.E., SECB Structural ED&= Flatida Ucensc No. 19354 GENERAL NOTES 1 MATERIAL-MASTICALUMINUM ALLOY 3105IR6P 2 DEVELOPEDWIDTH 15.000" 3 LATEST MASTIC SIDDIO PAINT SPECS TO APPLY 4 STANDARD TOLERANCES-. DIMENSION+ 1-.015", ANGLE +f-I DEGREE, RADIUS+4405" UNLESS SPECIFIED 5 OIL CANNING, BUCKLING, RIPPLES, AND CHATTERCHARACTERISTICS SHALL BE EVALUATED BYPANELOF ABF MANAGEMENT USING AN ABF XVALVATIONFORM ( REF. OILCAN EVALUATIONNO. 001). 6 TOOLINO MUST BE IN CONTROL AND CAPABLE TO MANUFACTURE THE PART WITHIN ESTABLISHED SPECIFICATION AND TOLERANCE. 7 KEY CHARACTERISTICS ARE NOTED BY ( 7 ASTERISK DIMIMONS TO BE HELD IN CONTROL AND CAPABLE TO A CPR OF 133 OR GREATER. S ALL INSIDE RADII TO BS.031" UNLESS OTHERWISE NOTED. 9 DESIGN PRESSURE -+70.0 PSP AND 613 PSF. 10 PRODUCT CODE SAS 12313 PRODUCT Rile --WRD amg11' R6lie Pb10 AmyV. a. No 7L-D 01.0(r m WeCa.ati. . MAmc HONE EXIYRTOH iNp- 2415 CAMPRE.L ROAD MDNEY, OH 45365 . 9") 493-6= ALUMDIUM SOFFIT 12" WIDE, T4 SOLID Ol0"i015 DRTAM H. Mr"-007'olr 140" WMBX.40r LONG SLOTTED NAIL HOLES----------------- e . lry SCHEMATIC VIEW OF am FT mr MA. Lf4+ HOLES 08l t" lur TYP.. PERFORATIONLAYOUT DETAIL D PLAN VIEW OF DEVELOPED SBX A B -' PJAINTTERS.SIDS - 34V41-D30"i 03U" WASHCOAT THIS 9ID8 C END • PRU rkkN6WPp ro .rd-Fkd& Am[Pr bb s .AG a P. `, F to :! ao.lyi s ftftPk w. ei ^*.' No. 19354 STATE OF F . < O R I O... up"m A1. r 4or Y-oeew name Allen N. Reevie pa, SBCB Stacauml Engineer Flari&IicensoNo. 19354. ' GENBRAL NOTES 1 MATERIAL -ALUMINUM ALLOY 3105- H13 2 GAUGE.014"(SVGN420144, SVGV420144); . 019" (SVGN12N20, SVG12N20T, SVG12V20,SVG12V2an 3 DEVELOPED WBYTH 14A3T' +/-.016" 4 LATEST MASTIC PAINT SPECS Tq APPLY, ALUMALURE 2000. 5 STANDARD TOLERANCES DIMENSION +/-. 015 AND LE+/ -I DEGREE, RADIUS+/_,005" UNLESS OTHERWISE SPECM® 6 TRANSVERSE BOW DOWN-MAX.031- 7 OIL CANNING, BUCKLING, RIPPLES, AND CHATTER CHARACTERISTICS SHALL BEEVALUATED BYAPANEL OP- ABF MANAGEMENT USING AN AB? EVALUATION FORM (REF. OIL CAN EVALUATIONNO.000: 8 TOOLING MUST BE IN CONTROL AND CAPABLE TO MANUFACTURE THE PART WITHIN ESTA13 HED SPECDTCATION AND TOLERANCES. 9 KEY CHARACTERISTICS ARE NOTED BY (h ASTERISK. DIMENSIONS TO BE HELD IN CONTROL AND CAPABLE TO A CPK OF 133 OR GREATER. 10 ALL INSIDE RADII TO BE, .03V UNLESS OTHERWISE NOTED. 11 DESIGN PRESSURE: SVGN420144 & SVGN20144 -+/-55 PSF 12 DESIGN PRESSURE SVG12N20, SVG12V20,&SYG12I.20-+ 50PSF AND -44.4 PSF. MASTIC HOA7E RKTLRIORS, 1NC. U15 CAMPBELL ROAD SIDNEY, OH 45363 m ALLMMUM SOFFIT it V-GROOVE, VENTILATED . OONT:r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Mastic Home Exteriors, Inc. 2415 Campbell Road Sidney OR 45365 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mastic Aluminum Soffit APPROVAL DOCUMENT: Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V- Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and in FBC 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA # 11-1130.02 and consists of this page 1, evidence page E-1, as well as the approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 16-0801.06 MiAMEDADE'OUN Expiration Date: November 16, 2021 Approval Date: October 6, 2016 OM9 1G Page 1 Mastic Home Exteriors, Inc. NOTICE OF ACCEPTANCE - EVIDENCE PAGE A. DRAWING "Submitted under NOA # 11-1130.02" 1. Drawing titled "Aluminum Soffit Installation, 12" Wide, T4 Solid and V-Groove Ventilated", sheets 1 through 3 of 3, dated 07/16/2012, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E. B. TEST "Submitted under NOA # 07-1026.01" 1. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of the Aluminum Soffits, prepared by Architectural Testing, Inc., Test Reports No. 75856.01-109-18, 75861.01- 109-18 and 75862.01-109-18, (all Revision 1), dated 10/05/2007, signed and sealed by Michael D. Stremmel, P.E. C. CALCULATIONS "Submitted under NOA # 07-1026.01 " 1. Installation Analysis of Aluminum Sous, prepared by H.R. Engineering, Inc., dated 03/27/2008, sheets 1 through 4, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by H.R. Engineering, Inc., dated 08/05/2016, signed and sealed by Allen N. Reeves, P.E. Submitted under NOA # 11-1130.02" 2. Statement letter of code conformance to the 2007 and 2010 and no financial interest issued by H.R. Engineering, Inc., dated 04/25/2012, signed and sealed by Allen N. Reeves, P.E. 3. Certificate of amendment dated 12/01/2010 last revised in May 2002. 109 2'7/Za 16 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 16-0801.06 Expiration Date: November 16, 2021 Approval Date: October 6, 2016 E-1 WOOD ROOF FRAMING MAMIL M SPACING 24^ I^ X r OON9'TRUCT[ON GAADH. b=FDSOITTAIRtNPINEOREQUIVALENT W'OJOD BATTEN STRIPS, 5 TOTAL y' NAuj NG PATTERN A 10" ALONG INCERLOCK X 12" ALONG WIDTH R SINGLE ROW IN EACH GROOVE ALONG CENTER BATTEN i NABS A JOINT AREA .12" DIA. SHANK 3/8" DIA, HD.. 1-12" LONG B GROOVE AREA .10" DIA. SHANK 3/16" DIA. HD. 2" TANG BATTEN I" X 2" P.T. SOUTHERN PINE CONSTRUCTION GRADE t2 — ' 1.•. BNALL .ANAIL - B CENTERBATTEN AR SOFFIT ALL SVO Ir - V-GROOVE, DOUBLE 6 . ALLNAUS TO BE CORROSION RESISTANT ... :.. .. i 12" B NAIL.: B A NAIL B .• '., A.=.? B CI:NIFR BATTEN I _ :. 4"4^4^.:....,. C. . OFFIT SAS 1213 SLIPSIACiCI .. rWIDH 7RiPIEII 111 I 1 AVE LONGITUDINAL SECTIONS SECTIONS .+ w600c r asMwdB nRFFL aver.`. N hxba—Ci id VENTED SOFFITS NET FIMI AREA Product 15Atpin/R m6v r . ury.p;:/tt IFASIZI19 it I&SMA A IG51231lGeG o 2r 4Asg3nJk IrILPAWr pJR;JR. d, FRODU Cr MUM No. 19354 ft 3' "fewFk'W MASTIC MOMCAM BELL, RIOR.S,'INC. STATE OF 2 t5 '' G•`c` M Pwhel Clad p3'1)t9i6720 . NALEw`` zs r.y 2oiZ ALUMQNUM SOFFIT:. Allen N. Reevea, F.H.,' SECB .. INSTALLATION htldROIERBILOK Floada Liceosc No. 19354 NO. .. • .. RRYLQIR} DRA BYq VAI'E IriN0. N IL\TH A-R7ffiVF3 IR AIt.Y}Old fRFFrr 1 A 11 O,V7 REF N 0 7R 1.303 REP. DETAIL A 4N I f. t CROSS SECTION N4 4 ton" 0+ " 0.906 o Ib . 0.380• Vo A DETAIL B 4. i p d rt O.S80 • DETAH.. D I I PLAN VIEW D END VIEW P1nNnIRe6` No. 19354' drh' 1 * v 73 . STATE OF II•Irllr/'Ll/b Mr cts; .(OI21,4 P'G o` loon 23 Jr/<y 20I7. All. N. Raves, PZ, SECTI S=cbuel En&w Smids Liccm No.19354 GENERAL NOTES I MATERIAL-MASI'ICALUMMUM ALLOY 3105B26P 2 DEVELOPED WIDTH 15.000^ 3 LATEST MASTIC SIDING PAINT SPECS TO APPLY 4 STANDARD TOLERANCES-, DII4ENSION +/-.013", ANGI E +/-1 DBGAF$ RADNS+/-.005" UNLESS SPECIFIED 5 OE. CANNING, BUCKLING, RIPPLES, AND CHATTER CHARACTERISTICS SHALL BE EVALUATED BY PANEL OF ASP MANAGEMENT USING AN ABF EVALUATION FORM (REP. OIL CAN EVALUATIONNO.001). 6 TOOLING MUST BE INCONTROL AND CAPABLE TO MANUFACTURE THB PART VM11IN ESTABLISHED SPECIFICATION AND TOLERANCE. 7 KEY CHARACTERISTICS ARE NOTED BY (•) ASTERLSR. DIMENSIONS TO BE HELD IN CONTROL AND CAPABLE TO A CPK OF 133 OR GREATER 8 ALL INSIDE RADII TO BE.031" UNLESS OTHERWISENOTED. 9 DESIGN PRESSURE -+70.0 PSF AND 45L3 PSF. . 10 PRODUCT CODE SAS 12313 PMODUCI REWWRD m iq-ad-Fbli MAMC HOME alERIOB$'HVC. 2415 CAMPBELL ROAD s> n r, 4s36s M7) 4-- ALUMINUM SOFFIT 12. WIDE, T4 SOLID 335"+,oIO" -.000" 010" A15 140" WMB X A0r LON so. SLOTTED NAIL HOLES. 258' \ 44-.01 .. 283" _ SCHEMATIC VIEW OF SHEET . P TAIL A Air A6T DLk HOLES ltlarrmMl* PERFORATION LAYOUT DETAIL D DETAI3.8. 12"+/-.Or. - 6.000". .. 6:0.0.0". ... A - .. PAINTTHISSIDE j4{i"i1.A3B" BIB A30"J l WASHCOAT7IDS SIDS C sme,+aa.H.Iw VIEW PRUfXXr NElh Y'QU F rRODUCTlMMO 254" .540"+/-.030" e,A w Is .AL J` , . dlP. F .•d No. 19354 mw H.e. 11 i ? STATEw c-w FRMM am Gav Der r an v-0— a.me ml 391' Apg- R.n.62" IB tES 197^ If 27 JMLy 2O/2 Aden N. Rawfa, P.B., SECS M—. pE1'AIL C Smaturel $nginea Florida UCC Ma NO.19354 , NOLL REVISION GENERAL NOTES - I MATERIAL -ALUMINUM ALLOY 3105-H13 2 GAUGE.014"(SVGM20144, SVGV420144); .019" (SVGN12N20, SVG12N20T, SVG12V20, SVG12V2o't7 3 DEVELOPED WIDTH 14A3r+1.016" 4 LATEST MASTIC PAINT SPECS TO APPLY, ALUMALURE 2000. 5 STANDARD TOLERANCES DIMENSION+/-.015", ANGLE +/-1 DEGREE, RADIUS+/_•005" UNLESS OTHERWISE SPECIFIED 6 TRANSVERSE BOW DOWN-MAX.031"a 7 OIL CANNING, BUCKLING, RIPPLES, AND CHATTER CHARACTERISTICS SHALL BE EVALUATED BY A PANEL OF ASP MANAGEMENT USING AN ABF EVALUATION FORM (REF. OILCAN EVALUATION NO.001): 8 TOOLING MUST BE IN CONTROL AND CAPABLE TO MANUPACCURE THE PART WITHIN ESTABLISHED SPECIFICATION AND TOLERANCES. 9 KEY CHARACTERISTICS ARE NOTED BY (q ASTERISK. DIMENSIONS TO BE HEIR IN CONTROL AND CAPABLE TO A CPK OF 133 OR GREATER. 10 ALL INSIDE RADII TO B15.031" UNLESS OTHERWISE NOTED. 11 DESIGN PRESSURE: SVGN420144 & SVGN20144 -+/-55 PSF 12 DESIGN PRESSURE SVG12N20, SVGI2V20, & SVG12L20 -+50 PSF AND M.4 PSF. MASTIC HOME SiRMORS,'VW- 2415 CAIUWM ROAD SMNEY, OH 45-W 037)49a-6'I21) ALUMINUM SOFFPT 12^ V-GROOVE, VENTILATED . MIAMI e % %` DARE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADNIINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA GAF 1361 Alps Rd. Wayne, NJ 07470 SCOPE: NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Country Mansion° Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA#10-1 122.06 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0820.06 Expiration Date: 01/08/19 Approval Date: 12/19/13 Page l of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials Laminate Deck Type: Wood SCOPE This revises GAF Country Mansion° and GAF Country Mansion® II Shingles as manufactured by GAF described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product GAF Country Mansion® GAF Country Mansion® II MANUFACTURING LOCATION 1. Mount Vernon, IN EVIDENCE SUBMITTED Test Allency Celotex Corporation. Celotex Corporation Celotex Corporation. Celotex Corporation Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Underwriters .Laboratories, Inc. Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. PRI Construction Materials Dimensions Test Specifications 17" x 40" TAS 110 17" x 40" TAS 110 Product Description A fiberglass reinforced heavyweight asphalt shingle with a laminated profile. A fiberglass reinforced heavyweight asphalt shingle with a laminated profile. Test Identifier Test Name/Report Date TAS 100 Uplift and wind driven rain resistance. 07/31/97 ASTM D 3462 Material properties 08/11/97 TAS 100 Uplift and wind driven rain resistance. 07/31/97 ASTM D 3462 Material properties 08/11/97 TAS 107 Wind — resistence of Asphalt Shingle 08/19/97 ASTM D3462 Material properties 04/10/2000 ASTM D3462 Material properties 09/26/2008 TAS 107 Wind — resistence of Asphalt Shingle 08/19/97 ASTM D3462 Material properties 04/10/2000 ASTM D 3462 1ONK12070 11/04/10 TAS 107 IONK12070 11/04/10 ASTM E 108 1ONK12070 11/04/10 TAS 100 GAF-274-02-01 10/11/10 NOA No.: 13-0820.06 Expiration Date: 01/08/19 Approval Date: 12/19/13 Page 2 of 4 LIMITATIONS l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. INSTALLATION l . Shingles shall be installed in compliance with Roofing Application Standard RAS 1 15. 2. Flashing shall be in accordance with Roofing Application Standard RAS 1 15. 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail 'A', attached. 5. Nailing shall be in compliance with Detail 'B', attached. LABELING Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 13-0820.06 Expiration Date: 01/08/19 Approval Date: 12/1.9/13 Page 3 of 4 DETAIL A DETAIL B 40" 10" 17" 1/2" GAF COUNTRY MANSION® and GAF COUNTRY MANSION' II SHINGLE END OF THIS ACCEPTANCE NOA No.: 13-0820.06 Expiration Date: 01/08/19 Approval Date: 12/19/13 Page 4 of 4 MIAMi-DADE COUNTY MIAMI•PRODUCT CONTROL SECTIONDADEr 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADiMiNISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) N..v.n,ian,idadc.invlecnnon,v Ross Manufacturing, LLC 155 Spire Lane New Braunfels, TX 78132 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Ross 2-In-1 Roof Vent LABELING: Each unit shall bear a permanent label with the manufacturer's narne or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA consists of pages l through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10/10/13 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Materials: Plastic Minimum Slope: 3:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Ross 2-in-I Vent Length: 48" TAS 100 Plastic low profile attic ridge vent for Width: 15.657" installation on asphaltic shingle roof Thickness: 1" systems. For 12" or 9" wide installations only. MANUFACTURING LOCATION 1. Arlington, TX EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Hurricane Engineering & Testing Inc. ASTM D 635 HETI-12-1`106 11/19/12 Hurricane Engineering & Testing Inc. ASTM D 638 HETI-12-U111 11/20/12 HETI- 12-U 112 1 l / 13 / 12 Hurricane Engineering & Testing Inc. ASTM D 1929 HETI-12-F106 11/19/12 Hurricane Engineering & Testing Inc. ASTM D 2843 HETI-12-F106 11/19/12 Hurricane Engineering & Testing Inc. ASTM G 155 HETI-12-A406 1 1/20/12 Fenestration Testing Laboratory, Inc. TAS 100(A)-95 11-3476 09/23/13 CUNTY NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10/10/13 Page 2 of 6 APPROVED APPLICATIONS Tradename: Ross 2-In-1 Roof Vent System Type A: Mechanical attachment of ridge vent on asphaltic shingle roof systems (12" installation) Slot: Truss Construction: Cut a 1" slot on each side of the ridge starting a minimum of 12" from the rake edge of the roof. Ridge Pole Construction: Cut a 1" slot on each side of the ridge pole starting a minimum of 12" form the rake edge of roof. Installation: Using a chalk line, mark I" on both sides of ridge (l" beyond ridge pole). Cut slot at a depth to cut through the decking only. Seal the edge of the hole with approved roofing cement. Center ridge vent over the opening, ensuring that roof vent support pegs sit flat on the roof. Using the nail lines provided, nail vent unto deck using 0.120" diameter corrosion resistant annular ring shank approved roofing nails of sufficient length to penetrate through the thickness of sheathing or wood plank a minimum of 3/16"or penetrate into a 1" or greater thickness of lumber a minimum of 1", located one at each corner and 6" on center at manufacturer's pre -marked location. Install vent starting from outer edge moving inward. Ensure that each piece of the roof vent is joined together using the male/female connectors. Cut final piece to length so that it is flush with the edge of roof. Ensure that self -closed end cap faces out to prevent water infiltration. Ridge Shingle: Using nail lines provided on top of vent, install the cap shingles directly to the vent, in compliance with the shingle manufacturer's Notice of Acceptance (NOA) and installation instructions, using roofing nails of sufficient length to penetrate through the sheathing a minimum of/16" or at least l" into wood plank decking thicker than 1 ". Ventilation Calculations: Refer to manufacturer's published literature. NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10/10/13 Page 3 of 6 Tradename: Ross 2-In-1 Roof Vent System Type B: Mechanical attachment of ridge vent on asphaltic shingle roof systems (9" installation) Slot: Truss Construction: Cut a 1" slot on each side of the ridge starting a minimum of 12" from the rake edge of the roof. Ridge Pole Construction: Cut a 1" slot on each side of the ridge pole starting a minimuin of 12" form the rake edge of roof. Installation: On the underside of ridge vent, use utility knife and score the length of the roof vent in the groove opposite of the cut/break line, for 9" application score both grooves. Once the underside has been scored, bend external baffle at grooves and remove both baffles. Overlap the removed external baffles onto the body of roof vent by inserting the 12" nail support into the 9" receiving nail hole. Using a chalk line, mark 1" on both sides of ridge (1" beyond ridge pole). Cut slot at a depth to cut through the decking only. Sea] the edge of the hole with approved roofing cement. Center ridge vent over the opening, ensuring that roof vent support pegs sit flat on the roof. Using the nail lines provided, nail vent unto deck using 0.120" diameter corrosion resistant annular ring shank approved roofing nails of sufficient length to penetrate through the thickness of sheathing or wood plank a minimum of 3/16"or penetrate into a 1" or greater thickness of lumber a minimum of 1", located one at each corner and 6" on center at manufacturer's pre -marked location. Install one side of the roof vent, starting from the outer edge and moving inward. Bend the roof vent over the ridge and install the other side. Caulk gaps with approved roofing cement where the external baffle meets shingles and between low areas of shingle and external baffle. Do not plug weep holes. Ensure that each piece of the roof vent is joined together using the male/female connectors. Cut final piece to length so that it is flush with the edge of roof. Ensure that self -closed end cap faces out to prevent water infiltration. Ridge Shingle: Using nail lines provided on top of vent, install the cap shingles directly to the vent, in compliance with the shingle manufacturer's Notice of Acceptance (NOA) and installation instructions, using roofing nails of sufficient length to penetrate through the sheathing a minimum 0016" or at least 1" into wood plank decking thicker than I". Ventilation Calculations: Refer to manufacturer's published literature. NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10/10/13 Page 4 of 6 LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Ross 2-In-1 Roof Vent shall comply with applicable Building Code 3. Ross 2-1n-1 Roof Vent shall not be installed on roof mean heights greater than 33 ft. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved or the Miami -Dade County Product Control Seal as shown below: II = MW MIAMI iG'; .. , . NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10110/l3 Page 5 of 6 DETAIL DRAWINGS 1.0010 — l.bi. 15.657 ial ROSS 2-IN-1 ROOF VENT END OF THIS ACCEPTANCE NOA No.: 13-0124.04 Expiration Date: 10/10/18 Approval Date: 10/10/13 Page 6 of 6 Revision rr Response to Comments JUN 1 6 Z019 Permit # © 0 ), 2 z l9 t8- kC City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date — — /—/ Project Address: Z Z ,,/ 11q V J / fOCw Contact: OA Z Ph: V C2 7 272 7` U Fax: Email: Trades encompassed in revision: General description of revision: Building ( p/ f/t/ /OLWO11%-S Plumbing El Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Revision 0 Response to Comments 0 Permit# Project Address: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 40.7.683.5152 Email: building@sanfordfl.gov Submittal Date ve Contact: 0-1 Z- Z- Ph: Fax: Email: /0 J/, 6., Trades encompassed in revision: O'Buil'ding EY"P'lumbing 19"'E'lectrical 01"Mechanical 0 Life Safety V/`/ El Waste Water 1v A - General description of revision: ROUTING INFORMATION 6 Z 330 Department Appr ovals Utilities 11 Waste Water El Planning 11 Engineering 13 Fire Prevention El Building 1 /,T 5 7 Vz 7YJ 7 a