Loading...
HomeMy WebLinkAbout3653 Crawley Down Lp 17-3183; NEW SFH1_ s ) R 3 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100009 BUILDING APPLICATION #: 17-10000923 BUILDING PERMIT NUMBER: 17-10000923 DATE: December 15, 2017 UNIT ADDRESS: CRAWLEY DOWN LP 3653 17-20-31-5VC-0000-0570 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3653 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 57 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT I r fy'/ RECEIVED BY • J4 I /QT N I SIGNATURE: / /{ 1 a;? PLEASE PRINT NAME) / DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 17-00003183 Parcel ID Number: 17-20-31-5VC-0000-0570 a„r' 1 I`lfll_i:1''r :;riil:hb L.0 t:i111r1'i'r tir t_ IF,:{:i_}1 j f:O I I-J r. {:0rlF T f,0LLER Ef' 90:i' P-o :I. 1 (]Ris", CLEWS 1 20171294.80 REf:ORL?l:I G 1f::E::J 9>J.ii l_hi F i t:ili'i( -L. iti i'i-i,2'o-01 ... The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 57 of Kensington Reserve 3653 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Arlrlr,,,- 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. W Dayna Whitson Assistant Secreta Sign r of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) A orized Officer/Director/Partner/Manager) state of Florida County of Orange The foregoing instrument was acknowledged before me this Q h. 1,._ C by Tracy McDonald Who is personally known to me C KOR Name of person making statement who has produced identification type of identification produced: a ',•a Iorr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 10 rl Project Name: Kensington Reserve Project Address: 5-3 CTa_. I,j , GLan _ —_ 1 Building Permit #: 11 " 3 (b-7 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name f Owner/Ten Print Nam of en. Contra Print Name of El. Contractor Signature of ner/Tenant Signature of Gen. Contractor ignature of El. Contractor CBC1257565 EC0003096 Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) CITY OF SANFORD d BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 '1 -- 3 l j Documented Construction Value: $ 2Q9 C56 . `'0 le - Job Address: 3653 Crawley Down Loop, Sanford, FL 32773 Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0570 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? A City, State Zip: Orlando FL 32811 n Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/,A Address: Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMF.N'r 14 A r _ PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE , QRECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORI A r COMMENCEMENT. / / U DUR BE \ AIN OF Application is hereby made to obtain a permit to do the work and installations as indicated. has commenced prior to the issuance of a permit and that all work will be performed to meet star tion in this jurisdiction. I understand that a separate permit must be secured for electrica ols, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 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 constru tion and zoning. WO)q-- \ 0 [ 1,0 11 -1 0( 113 1_1 -7 Signature of Owner/Agent Date Signature of Co tra r/Agent Date Vicky Otero Print Owner/Agent's Name i Q Signature of N—otar(-Slpte of Florida Date Vicky Otero Print Contractor/Agent's Name apnEug- tdoflc Signature of Notary -State f Florida Date Owner/Agent is V Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electricals Mechanical 2r Plumbing© Gas Roof Construction Type: Occupancy Use: 123 Flood Zone: ')(-5E" Total Sq Ft of Bldg: Z S $ I Min. Occupancy Load: 13 # of Stories: New Construction: Electric - # of Amps I SR6 Plumbing - # of Fixtures is Fire Sprinkler Permit: Yes No [A # of Heads APPROVALS: ZONING: IZ 11 I UTILITIES: COMMENTS: ENGINEERING: iMTL Q-21-11 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Lo ,Z° I'me 0'80. -e - D, CTPI Fire Alarm Permit: Yes No R1 WASTE WATER: BUILDING: ',%7 12--It71% Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # Address: 36 S3 Lf' BUILDING PERMIT Min Max Ins ection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence LELECTRICAL PERMIT F, Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING' PERMIT Min Max Inspection Descri tion 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final g MECHANICAL PERMIT ' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION 4 PERMIT APPLICATION Application No: 1-1-- 3 / 83 Documented Construction Value: $ 81,864 Job Address: 3653 Crawley Down Loop, Sanford, FL 32773 Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0570 Residential X Commercial Type of Work: New EAAddition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: NAP` Address: 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru tion and zoning. WO)q--- l0leh-T 10(13 11-7 Signature of Owner/Agent Date Signature of Co tra r/Agent Date Vicky Otero Print Owner/Agent's Name I Signature of N-omrf-Sbate of Florida Date Vicky Otero Print Contractor/Agent's Name aYC 1 - ld1'd 1--1 Signature of Notary -State f Florida Date Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 1011- ` 117 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 Application Number: 17-3183 Project Description: New SFR Job Address: 3653 Crawley Down Loop Model: Seagate PLAN REVIEW COMMENTS Date: Contact Name: Vicky Otero Contact Email: votero(i,nvrinc.com Lot #: 57 l w y c i a1 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.)Zov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of Florida Product Approval. Only the installation instructions were submitted. FBC 107 2. The Product Approval Specification Sheet is required to be site/lot specific. Only the products installed on the home are required to be included. Fixed windows are listed — there are no fixed windows on the home. Roofing Underlayment FL# and description is not listed on the specification sheet Off -Ridge Vents FL# and description is not listed on the specification sheet 3. Please submit two (2) copies of Florida Product Approval and installation instructions for the off -ridge vents. FBC 107 4. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly 0 FBC 107 5. The plumbing riser needs to be revised: The branch line to the Washing Machine is required to be minimum 3 inches. The s plumbing riser shows 2 inches. FBC P406.2 6. In addition to comment #4, the VTR (venting through the roof) for the Washing Machine is required to be minimum 2 inches. The y plumbing riser shows 1 '/2 inches. FBCR P3109.4 7. The Jurisdiction number on the cover page of the Energy Calculations is required to show 691500 and the permit office is Sanford. 6 The Calculations submitted list 691000 as the jurisdiction and Seminole as the permit office. 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 Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 3653 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0570 Phone Number: 407.692.9820 Email: votero@nvrinc.com 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) is O- s FFUO E e Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 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 FE- 1The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-3183 Reviewed by: Michael Cash, CFM Date: November 21, 2017 I P I Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & J 9 Y 7- Landscaping in Right -of -Way www.sanfordfl.gov 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 c jurisdiction's right-of-way. All requested information below as well as a current surrey, site plan or plat clearly identifying the Kww whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Cali before you dig. 1. Project Location/Address: 3653 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: X Driveway Walkway Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home Other: Emergency Repairs This application is subrnifted by: Property Owner. Signature: Print Name: Vicky Otero Address: 4307 Vineland d #H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: O ) 1 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the 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 anti u t 9i%and the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 10/18/2017 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. Date: Official Use Only Fee: Date: Date: Date: Date: < I- V - ZO1 -7 Date: November 2015 ROW Use Driveway.pdf I OM 8/2017 oa u ,wtmson, cry P SEtivKx, c tiww rv. r'.grtmn Parcel Information SCPA Parcel View: 17-20-31-5VC-0000-0570 Property Record Card Parcel: 17-20-31-5VC-0000-0570 Owner: BRISSON WEST PROJECT I LLC Property Address: 3653 CRAWLEY DOWN LOOP SANFORD, FL 32773 i Value Summary Parcel 17-20-31-5VC-0000-0570 Owner BRISSON WEST PROJECT I LLC Property Address 3653 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 57 Q O 117.54 Seminole County CIS 2018 Working Values 2117 Certified Values Valuation Method i Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value j Depreciated EXFT Value Land Value (Market) i $14,000 14,000 Land Value Ag Just/Market Value 14,000 14,000 Portability Adj Save Our Homes Adj 0 I $0 Amendment 1 Adj _ 0 0 P&G Adj 0 0 Assessed Value .__. 14,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description i LOT 57 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes 1 Taxing Authority Assessment Value 77- , Exempt Values Taxable Value County General Fund 14,000 ! 0 I 1 4,000 Schools 14,000 ' 0 i 14,000 City Sanford 14 000 0 14,000 SJWM(Saint Johns Water Management) 14,000 i 0 14,000 County Bonds 14,000 0 14,000 Sales i E Description Date Book Page Amount Qualified Vac/Imp1 No Sales Find Comparable Sages Land Method Frontage Depth Unitsi Units Price Land Value LOT 1 $14,000.00 14,000 Building Information I Permits j Permit # Description i Agency Amount CO Date Permit Date http://parceIdetaiI.scpafl.orgIParcelDetaiIInfo.aspx?PID=1 72031 5VC00000570 1/2 or 10,018/2017 SCPA Parcel View: 17-20-31-5VC-0000-0570 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000570 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I d t g I -I I hereby name and appoint: Vicky Otero an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: r3)(OS3 t r,wice, 6 Looms fs,.-cued A Z 7 Street Addr s) J I Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License E STATE OF FLORIDA COUNTY OF Orange rar17S7r1Czr May 20,2018 The foregoing instrument was acknowledged before me this day of 6"C , 200 17 , by Robert Lattanzi who is personally known to me or who has produced as identification and who did (did not) take an oath. Signature Notary Seal) TRA.Cf LEIGH MCDONALD MY COMMISSION # FF915012 EXPIRES October 06. 2019 14Q7j °.g8.p:g3 FloraahiotarySorrico con• Rev. 08.12) T _C Q ` C Print or t e name Notary Public -State of F L Commission No. F F c) jc 5 :J ( Z My Commission Expires: I E t SQ.FT. CALC.'S LIVING 2034 SQ, FT. GARAGE 429 SQ. Ft. ENTRY 30 SQ, FT, LANAI 88 SQ, FT, TOTAL 2551 SQ. FT. EXTERIOR MASONRY NOTE. PRIOR TO DRYWALL WALL BRG. HEIGHTS INSTALLATION ON ALL FRAMING MET'IBERS 2'-O' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE 9'-4' B@_s. TREATMENT SPRAY LOAD ERG. WALL OoMPONENT AND CLADDING WIND LOADS SAVIC WIND EXPOS :E FOR 3 SECOND GUM amrAQMACALL* DE810' GATITION EpTM l IT DOW LVH WIND 1 112 16 Ox -0' 1w. 84' 5 24.9/ -3015 2 21 3080 OR 40' 96' 4 21EO/ -30]0 3 19 S6-044OP 38' 12' 5 2820/ -36.95 3A 19 26- AI He.ATOrAKAR38' 12' 5 2820/ -36.95 4 11 25-SW 38' 60' 4 28.4V -30.9 4A 11 25-SW W 60' 4 28AI/ -309 415 11 25-OH 38' 60' 5 28.4V -3131 4 11 25-614 w. 60' 4 26.41/ -30.9 5 11 25-SW 38' 60' 5 28AI/ -3131 6 11 TEMP. w. 60' 4 28.41/ -309 1 48 6080-EGO. 131' 96' 5 31.13/ -40.0 8 11 25-SH 38' 60' 4 28.41/ -30.5 9 11 25-5H 38' 60' 4 28.41/ -309 10 11 E2GRES55 w. 60' 4 28.41/ -30.9 II 11 25-SW EGRESS 38' 60' S 28AI/ -3131 12 10 2TEN!". 36' 4 2%43/ -3L92 12A to IN4-SI-1 26' 48' 4 29A3/ -302 13 11 25-SS 38 60' 4 28.41/ -309 WIND DESIGN CRITERIA A BASIC UNID SPEED MPH (3 SECOND GUST) VULT. BO / VA5De116 MPH 15. NTERNAL PRE88URE COEFFICENT.4 J5 C. RISK CATEGORY -TYPE 11 D. E>q'OSURE CATWORY C NOTE. VALUES FOR COMFGN ENT6 4 CLADDING FRESWRE ARE BASED ON THE Wit DESIGN WND SPEED. FBCR 5TN ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. G 5{' 3{' I6 #' it VOL. TOPPLATE 2x4 WOODm FRAMEDnA CABINET SECTION 0 ARCH DETAIL g2 ARCH DETAIL g3 ARCH DETAIL ARCH DETAIL 4'- 4' 3'-10' 8'-0' 1'-10' 5'-0' O O O II 25- SH 25- 25-SH ERLANAI GESS9- 4' GLG. 4'- 6 14'-10'3'-104 I 1m 1 5bWHB. 0 m m GREAT RM. OWNER'S TE r 225-— 5-SH SpITyyP 14'- O'xl9'-0' 6s m 4B DINETTE I p 9'-4' CLG. e r I 12'- 4' Y- 10' 6'-0' 4'-4- I II KITCHEN I III B O 42'x6O a e yew II II'- 0' xi3'-4' _fJ 9'-4' GLG. ® r 1 otTUB I III II I I I 0 m m q) CA- r- Y aj I I g - 4' O e T- 4• n C. M IR-ISH 4iUALLw p M— VETOEXT. A+ r— >= J-' Ip I-Tl m I r-- h 3'- 2' II 3'-0' =L aj 11 I n DINING 12'-4' x8'- 10' GLASS ABV. t V-4, CLa i k1 5'-8' '-4 0 l'-0' O 5-2 4-2 304'-10' a e AN. I R• I.C. Cl amuN 9'-4' n I 42' HIGH MOULDING OLo. a WALL m Y 4-SH — — LAUN, I G B B 4it . 1LLI6 -8'x5 -6, 1 o I I I m V-4' CLG. STUDYtine00 9'- 4' GLG. m 9 4 1 9'-4' GLG, Q / 6 s</6d a [ 7. RR G DR • Y 0 I I 1'-0' AFF. 2,_0' m 13'-2' 6'-2' "' 87_g• 10'3'-4' ut LLl 0 7: c3K] OA,.' n v/ --i PANEL MUD RM. * O m 0II _ BATH#L LAI I e a ull 9'-4'GLCs- V-4' CLG. COND% I I CARPET) 0 TILE) i 1ATTIC H d1=H:/ C OC Q ti' FOYER 2-CAR GARAGE5- lo' xl'_ o• 10'-8' CLG. 5-0 TILE) 19'-8'x2O'- 2' 0 9'- 4' CLG. BF. 0' 9 5'-10' Y- 10' 3'-6" 10' 6 13'-8' BDRM.#2 2 0 12'-4' xIO'-OxI0'- 0' 0 JL 26-SH 8' 26- SH io v ARGHT RGHTOP y s'-0'.6'- a STONE HB. 9 3A EGRESS EGRESS O Q- w aG VENEER 0 111-1 6' 6' STONE 4'- 0' 2'- 6' 16'-0' 2'-6' VENEER 14'-0' S'-0' 21'-0' 40' - 0' FLOOR PLAN 5G.4LE: 1/4'• I'-O' ELEVATION D A R C N I T E C T 8 6 GroDesign Itw. 1441 N. RONALD REAGAN XVD. LONG WOOD, FL 32750 PR: 407-T7 078 FU 07-1] 4<0]8 w w.a EOe 0003325 w AA M: 0003325 IIVINI I S[TBDRP. & LOT: KENS INGTO N RESERVE LOT 57) ELODELI SEAGATE VERSION#04) PROJECT#: 2997.000 PAGE: FLOOR PLAN DATE: 1 O /9 / 17 SCALE: 1/ 4"=1'-0" 2 OF 6 LCORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot57KensingtonReserveSeagate DGRE Builder Name: RYAN HOMES wJIfOiL0 Street: 3653 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Owner: Permit Number:{{ }} Jurisdiction: * 4 7- 3 1 8 S14Alf 0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zon 1. New construction or existing New (From Plans) 9. Wall Types (1936.7 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ftZ b. Frame - Wood, Adjacent R=13.0 322.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 3 d. N/A R= ftZ 10. Ceiling Types (2048.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ftZ 6. Conditioned floor area above grade (ftZ) 2034 b. N/A R= ftZ Conditioned floor area below grade (ftZ) 0c. R= ftZ 11. Ducts R ftZ 7. Windows(267. 2 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 a. U-Factor: Dbl, U=0.54 219.21 ftZ SHGC: SHGC=0. 31 b. U-Factor: Dbl, U=0.62 48.00 ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0. 25 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.945 ft. Area Weighted Average SHGC: 0.299 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2034.0 sqft.) Insulation Area 0.950 a. Slab -On - Grade Edge Insulation R=0.0 2034.00 ftZ b. Conservation features b. N/A R= ftZ None c. N/A R= ftZ 15. Credits Pstat Glass/Floor Area: 0.131 Total Proposed Modified Loads: 57.33 PASS Total Baseline Loads: 59.58 I hereby certify that the plans and sp ifications covered by Review of the plans and by this OokiE 5,A1 this calculation are in compliance w' the Florida Energy Code. specifications covered indicates compliance i„ al+ calculation PREPARED BY: L with the Florida Energy Code. Before construction is completed DATE: 11-30- 17 Scott Pratt this building will be inspected for compliance with Section 553.908 N. - hereby certify that this building, as designed, is in compliance Florida Statutes. f CAD with the FloridaEnergyCoOWNER/AGENT: 1 4 V BUILDING OFFICIAL: DATE: 11 /30 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot57Kensington ReserveSea Bedrooms: 3 User Conditioned Area: 2034 Total Stories: 1 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single- family New ( From Plans) Address Type: Lot # Block/ SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 57 KENSINGTON RESE 3653 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2034 18916.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2034 18916.2 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 173.5 ft 0 2034 ft2 0.34 0 0.66 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 2275 ftz 510 ftZ Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2034 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 2048 ftZ 0.11 Wood 11/ 30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space o 1 E Exterior Concrete Block - Int Insul Main 4.1 4 7 9 4 42.8 ft2 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 14 5 9 4 134.6 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 28 2 9 4 262.9 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 15 4 9 4 143.1 ft2 0 0 0.6 0 5 N Exterior Concrete Block - Int Insul Main 4.1 6 10 9 4 63.8 ft2 0 0 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 14 11 9 4 139.2 ft2 0 0 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 10 11 9 4 101.9 ft2 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 13 11 9 4 129.9 ft2 0 0 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 20 3 9 4 189.0 ft2 0 0 0.6 0 10 S Exterior Concrete Block - Int Insul Main 4.1 9 3 9 4 86.3 ft2 0 0 0.6 0 11 S Exterior Concrete Block - Int Insul Main 4.1 17 3 9 4 161.0 ft2 0 0 0.6 0 12 S Exterior Concrete Block - Int Insul Main 4.1 17 2 9 4 160.2 ft2 0 0 0.6 0 13 Garage Frame - Wood Main 13 34 6 9 4 322.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 16 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Metal Low-E Double Yes 0.54 0.31 38.5 ft2 1 ft 0 in 3 ft 9 in None Exterior 5 2 N 3 Metal Low-E Double Yes 0.54 0.31 16.2 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 N 4 Metal Low-E Double Yes 0.54 0.31 9.8 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 6 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 5 W 7 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 9 ft 0 in 0 ft 4 in None Exterior 5 6 W 8 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 7 S 9 Metal Low-E Double Yes 0.54 0.31 48.6 ft2 1 ft 0 in 1 ft2 in None Exterior 5 8 S 10 Metal Low-E Double Yes 0.62 0.25 48.0 ft2 12 ft 0 in 0 ft 4 in None Exterior 5 9 N 4 Metal Low-E Double Yes 0.54 0.31 9.0 ft2 1 ft 0 in 1 ft2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 429 ft2 429 ft2 78 ft 9.3 ft 1 11/30/201711:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 2206.9 121.16 227.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 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 # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 406.8 ft Main 101.7 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling[ Jan Feb j Mar HeatinIX} Jan Feb f X Mar Ventin [ ] Jan Feb [X Mar Ceiling Fans: A r [ ] May rj Jun [ X] Jul rjAugSe [ ] EAprE ] May Jun [ ]Jul AuSep [ ]Oct X] A r ] Ma Jun [ ] Jul Aug Se [X] Oct Nov Nov Oct HX Nov Dec Dec HDec11/ 30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1. 2. 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R4:05-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3653 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ftzb. Frame - Wood, Adjacent R=13.0 322.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2 6. Conditioned floor area (ft2) 2034 b. N/A R= ft2 c. N/A R= ft 7. Windows- Description Area z11. Ducts R ft a. U-Factor: Dbl, U=0.54 219.21 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 406.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 3.945 ft. Area Weighted Average SHGC: 0.299 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ftZ a. Electric EF: 0.95 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 11/30/17 Address of New Home: 3653 CRAWLEY DOWN LOOP City/FL Zip: 32773 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 3653 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)Ooll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued). R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with 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. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical. ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity, is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot57KensingtonReserveSeagateDGRE Builder Name: RYAN HOMES Street: 3653 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/30/2017 11:54 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 a Manual S Compliance Report Job: LoWKensingtonReserv... wright,sol ', Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3653 CRAWLEY DOWN LOOP, SANFORD, FL32773 s :C ooln9 Equ pRmen,t:a 4_.. ,r k Design Conditions Outdoor design DB: 92.5°F Sensible gain: 25533 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.21F Latent gain: 5709 Btuh Entering coil WB: 63.71F Indoor design DB: 75.0°F Total gain: 31241 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 28757 Btuh Latent capacity: 5945 Btuh Total capacity: 34701 Btuh Model: GSZ140361K+ASPT47D14A 113% of load 104% of load 111% of load SHR: 83% Outdoor design DB: 42.3°F Heat loss: 26455 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32094 Btuh 121% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model Actual airflow: 1160 cfm Output capacity: 7.9 kW 101% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 37 OF Economic balance: -99 OF 2017-Oct-13 08:37:42 wrightsofta Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Lot57KensingtonReserv... WI'Igi1tS0 Dater 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3653 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btu h/ft' °F ft'-°FBtuh Btuh/ft Btu Btuh/ft' Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 436 0.201 0 5.57 2429 4.37 1908 board intfnsh e 80 0.201 0 5.57 446 4.37 350 s 501 0.201 0 5.57 2788 4.37 2189 w 276 0.201 0 5.57 1538 4.37 1208 all 1293 0.201 0 5.57 7202 4.37 5655 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s ft overhang (5.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht w all 2B-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.17 ft window ht, 1.17 ft sep.); 6.67 ft head ht 213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.17 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 3.75 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 1/4" gap, 118" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 ft window ht, 3.75 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 12 ft overhang (8 ft window ht, 0.33 It sep.); 6.67 ft head ht 304 0.091 13.0 2.52 767 1.45 441 16 0.540 0 15.0 242 14.1 228 16 0.540 0 15.0 242 14.4 233 65 0.540 0 15.0 969 33.9 2192 97 0.540 0 15.0 1453 27.3 2653 10 0.540 0 15.0 146 15.9 156 9 0.540 0 15.0 135 15.9 144 39 0.540 0 15.0 577 33.9 1305 39 0.540 0 15.0 577 39.2 1512 32 0.540 0 15.0 484 16.2 525 48 0.620 0 17.2 824 16.1 772 2017-Oct-13 08:37:42 wrightsoft, Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1Am ...agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E 2A-2om: 2 glazing, clr low-e outr, air gas„mtl no brk frm mat, clr innr, w 32 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (5.25 ft window ht, 0.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type e 20 0.390 n 18 0.390 all 38 0.390 Ceilings 166-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2048 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 174 0.989 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 ilCCP....agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E 0 , 15.0 484 15.9 516 0 10.8 217 12.0 242 0 10.8 193 12.0 215 0 10.8 410 12.0 457 38.0 0.72 1475 1.41 2893 0 27.4 4753 0 0 2017-Oct-13 08:37:42 Page 2' wrightsofte Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3653 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: LS • ' on 09.01.2015 LS 03.01.16 1 Weather: Orlando/Jetport, FL, US Job:. Lot57KensingtonReserv... Date: 09-12-11 ' By: ' VMT , Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22380 Btuh Ducts 2238 Btuh Central vent (61 cfm) 1837 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 26455 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 HeatingolCo in 2034 204 19110 19110 0.32 0.16 102 51 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 37 IF Backup: 8.5 HSPF 32600 Btuh @ 470F 26 OF 1160 cfm 0.047 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 26830 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22156 Btuh Ducts 2216 Btuh Central vent (61 cfm) 1161 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 25533 Btuh Latent Cooling Equipment Load Sizing Structure 2580 Btuh Ducts 1252 Btuh Central vent (61 cfm) 1877 Btuh Outside air Equipment latent load 5709 Btuh Equipment Total Load (Sen+Lat) 31241 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr1 htsoft® 2017-Oct-13 08; age 1gRight -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCP....agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57KensingtonReserveSe... Date: 09-12-11 By: VMT 1 Room name Entire House Bdrm 3 2 Exposed wall 173.5 ft 13.5 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 Room dimensions 13.5 x 13.5 ft 5 Room area 2047.5 ftz 182.3 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 13A-2ocs 0.201 n 5.57 4.37 471 436 2429 1908 126 110 611 480 2A-2ort1 0.540 n 14.96 14.08 16 0 242 228 16 0 242 228L--G 2B-2fm 0.540 n 14.96 15.94 10 0 146 156 0 0 0 0 2B-2fm 0.540 n 14.96 15.94 9 0 135 144 0 0 0 0 11 13A-2ocs 0.201 e 5.57 4.37 177 80 446 350 0 0 0 0 2A-2om 0.540 e 14.96 33.86 39 0 577 1305 0 0 0 0 213-2fm 0.540 e 14.96 39.23 39 0 577 1512 0 0 0 0 11 DO 0.390 a 10.80 12.03 20 20 217 242 0 0 0 0 13A-20cs 0.201 s 5.57 4.37 597 501 2788 2189 0 0 0 0 2A-2om 0.540 s 14.96 16.22 32 26 484 525 0 0 0 0 2A-2om 0.540 s 14.96 14.39 16 13 242 233 0 0 0 0 GG 2A-2omd 0.620 s 17.17 16.08 48 48 824 772 0 0 0 0 0.201 w 5.57 4.37 373 276 1538 1208 0 0 0 0ti13A-2ocs 2A-2om 0.540 w 14.96 15.94 32 32 484 516 0 0 0 0 2A-2om 0.540 w 14.96 33.86 65 0 969 2192 0 0 0 0 f 12C,0sw 0.091 2.52 1.45 322 304 767 441 126 126 318 183 11 DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 2048 2048 1475 2893 182 182 131 258 F 22A-tpl' 0.989 27.40 0.00 2048 174 4753 0 182 14 370 0 6 c) AED excursion 0 102 Envelope loss/gain 19286 17029 1672 1046 12 a) Infiltration 3094 977 241 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 3000 0 Subtotal (lines 6 to 13) 22380 22156 1913 1122 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22380 22156 1913 1122 15 Duct loads 10% 10% 2238 2216 10% 10% 191 112 Total room load 24618 24372 2104 1234 Air required (cfm) 1160 1160 99 59 Calculation's approved by AC CA to meet all requirements of -Manual J 8th Ed. Fk wriightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Oct-13 0 Page 156K...agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E g wrightsoft" Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57KensingtonReserveSe... Date: 09-12-11 By: VMT 1 Room name Mstr WIC Mstr WC 2 Exposed wall 5.5 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 14.0 x 5.5 ft 7.0 x 3.5 ft 5 Room area 77.0 ft2 24.5 ft2 Ty Construction number U-value Btuhfftz °F) Or HTM 8tuf>/ft2) Area (W) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A-20cs 0.201 n 5.57 4.37 51 42 236 185 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 2B-2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2B-2fm 0.540 n 14.96 15.94 9 0 135 144 0 0 0 0 11 Vh13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A=2om 0.540 s 14.96 16.22 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.39 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 77 77 55 109 25 25 18 35 F 22A-tpl 0.989 27.40 0.00 77 6 151 0 25 0 0 0 6 c) AED excursion 39 3 Envelope loss/gain 577 398 18 32 12 a) Infiltration 98 31 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 675 429 18 32 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal. 675 429 18 32 15 Duct loads 10 % 10 % 67 43 10 % 10 % 2 3 Total room load 742 472 19 35 Air required (cfm) 35 22 1 2 Calculations approved by ACCA to meet ,all requirements of Manual J 8th Ed. wrightsoft'" Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Oct-13 0 Page 2 p`...agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces:, E 9 F- wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57Ken sing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name Mstr Bthrm Mstr Bdrm 2 Exposed wall 9.5 It 31.0 ft 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 87.5 ft 1.0 x 259.0 It 5 Room area 87.5 ft' 259.0 ft2 Ty Construction number U- value Btuh/ ftz°F) Or HTM Btuh/ ftz) Area ( ft) or perimeter (ft) Load Btuh) Area ( ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A-2ocs 2A- 2om 213- 2fm 0. 201 0. 540 0. 540 n n n 5. 57 14. 96 14. 96 4. 37 14. 08 15. 94 89 0 10 79 0 0 439 0 146 345 0 156 159 0 0 159 0 0 883 0 0 694 0 0 11 26- 2fm 13A- 20cs 0. 540 0. 201 n a 14. 96 5. 57 15. 94 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 26- 2fm 11 DO 0. 540 0. 540 0. 390 e e e 14. 96 14. 96 10. 80 33. 86 39. 23 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A 2ocs 2A- 26m 0. 201 0. 540 s s 5. 57 14. 96 4. 37 16. 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om . 2A- 2omd 0. 540 0. 620 0. 201 s s w 14. 96 17. 17 5. 57 14. 39 16. 08 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 0 98 0 0 547 0 0 430 L13A- 20cs 2A- 2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 32 0 484 1096 fj 0.091 2.52 1.45 0 0 0 0 0 0 0 0 I- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 12C- Osw C 1613-38ad 0.026 0.72 1.41 88 88 63 124 259 259 187 366 F 22A-tpl 0.989 27.40 0.00 88 10 260 0 259 31 849 0 6 c) AED excursion 57 217 Envelope loss/gain 909 567 2951 2802 12 a) Infiltration 169 54 553 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 1 600 Subtotal ( lines 6 to 13) 1078 621 3503 3807 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1078 621 3503 3807 15 Duct loads 10 % 10 % 108 62 10 % 100.1 350 381 Total room load 1186 683 3854 4187 Air required (cfm) 56 33 182 199 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft- Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Oct-13 08:ge 3 ACA Page 3 agateDGRE\ Lot57KensingtonReserveSeagateDGRE.rup Calc = MJS Front Door faces: E wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57Kensing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name GREAT RM Kitchen/Nook 2 Exposed wall 29.0 ft 34.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 658.6 ft 1.0 x 277.4 ft 5 Room area 658.6 ft2 277.4 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuWftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 213- 2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2B- 2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 11 13A-2ocs 0.201 a 5.57 4.37 47 27 148 116 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 11 DO 0.390 a 10:80 12.03 20 20 217 242 0 0 0 0 13A- 2ocs 0.201 s 5.57 4.37 84 36 200 157 215 182 1015 797 G 2A-2om 0.540 s 14.96 16.22 0 0 0 0 32 26 484 525 1-- G 2A-26m 0.540 s 14.96 14.39 0 0 0 0 0 0 0 0 GG 2A-2omd 0.620 s 17.17 16.08 48 48 824 772 0 0 0 0 13A- 20cs 0.201 w 5.57 4.37 140 108 599 471 103 70 391 307 2A- 2om 0.540 w 14.96 15.94 0 0 0 0 32 32 484 516 2A- 2om 0.540 w 14.96 33.86 32 0 484 1096 0 0 0 0 R I-- D O. b91 2.52 1.45 196 178 449 259 0 0 0 0 11 DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 12C- Osw C 166-38ad 0.026 0.72 1.41 659 659 474 931 277 277 200 392 F 22A-tpl 0.989 27.40 b.00 659 29 794 0 277 34 931 0 6 c) AED excursion 75 165 Envelope loss/gain 4384 4183 3506 2703 12 a) Infiltration 517 163 606 192 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 0 1200 Subtotal ( lines 6 to 13) 4901 5267 4112 4094 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4901 5267 4112 4094 15 Duct loads 10% 10% 490 527 10% 10% 411 409 Total room load 5391 5793 4524 4504 Air required (cfm) 254 276 213 214 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri t tsoft Page 4 2017- Oct-13 08:37:42 9 Right -Suite® Universal 2017 17.0.23 RSU23828 agateDGRE\ Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665. Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57Kensing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name STUDY Bdrm 2 2 Exposed wall 10.5 ft 34.0 ft 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 13.5 x 10.5 It 1.0 x 195.0 ft 5 Room area 141.8 ftz 195.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft') Load number BtUlVft2 °F) Btuhfft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh 13A- 26cs 0.201 n 5.57 4.37 0 0 0 0 47 47 260 204 2A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 2B- 2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2872fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 11 Vh13A-20cs 0.201 e 5.57 4.37 0 0 0 0 131 54 298 234 2A- 2om 0,540 e 14.96 33.86 0 0 0 0 39 0 577 1305 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 39 0 577 1512 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 4.37 98 82 456 358 140 140 779 612 2A- 2om 0.540 s 14.96 16.22 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 14.39 16 13 242 233 0 0 0 0 2A- 2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 Vf/ 13A-2ocs 0,201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 GG2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 T- D12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 142 142 102 200 195 195 140 276 F 22A-tpl 0.989 27.40 0.00 142 11 288 0 195 34 931 0 6 c) AED excursion 106 93 Envelope loss/gain 1087 685 3563 4236 12 a) Infiltration 187 59 606 192 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 1275 1344 4169 4427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1275 1344 4169 4427 15 Duct loads 1 10% 10% 127 134 10% 10% 417 443 Total room load 1402 1478 4586 4870 Air required (cfm) 66 70 216 232 Calculations approved by ACCA to meet all requirements of Manual,J 8th Ed. wri htsof" Right-SuiteaUniversal 2017 17.0.23 RSU23828 2017-Oct- 13 08:37:42 Page 5ACk agateDGRE\Lot57KehsingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E f l- wrightsoftm Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot57KensingtonReserveSe... Date: 09-12-11 By: VMT 1 Room name BATH 1 LUND 2 Exposed wall 6.5 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 106.0 ft 7.0 x 5.5 ft 5 Room area 106.0 ft2 38.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L-EGG 2A-20m 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 2B-2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2B-2fm 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 11 Vh13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 61 61 338 265 0 0 0 0 2A-2om 0.540 s 14.96 16.22 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.39 0 0 0 0 0 0 0 0 G 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 q I-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-Wad 0.026 0.72 1.41 106 106 76 150 39 39 28 54 F 22A-tpl 0.989 27.40 0.00 106 7 178 0 39 0 0 0 6 c) AED excursion 38 55 Envelope loss/gain 592 377 28 0 12 a) Infiltration 116 37 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 708 414 128 600 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 708 414 28 600 15 Duct loads 10 % 10 % 71 41 10 % 10 % 3 60 Total room load 779 455 31 660 Air required (cfm) 37 22 1 31 Calculations approvedCalculationsapproved byACCA to meet all requirements of Manual J 8th EdtomeetallrequirementsofManualJ8thEd. wrigFrtsoft 2017-Oct-13 08:37:42 A Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 agateDGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E 1. Duct System SUIT ma' r Job: LoWKensingtonReserv... wrig'htsofte Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3653 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.171 in/ 100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.171 in/100ft 1160 cfm 140 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 1-A h 779 37 22 0.221 4.0 Ox 0 VIFx 23.5 85.0 st2 Bdrm 2 c 4870 216 232 0.212 8.0 Ox 0 VIFx 28.4 85.0 st2 Bdrm 3 h 2104 99 59 0.319 6.0 Ox 0 VIFx 5.1 70.0 GREAT RM c 1931 85 92 0.171 6.0 Ox 0 VIFx 40.0 100.0 st3 GREAT RM-A c 1931 85 92 0.171 6.0 Ox 0 VIFx 40.3 100.0 st3 GREAT RM-B c 1931 85 92 0.214 6.0 Ox 0 VIFx 27.2 85.0 st1 Kitchen/Nook c 2252 107 107 0.207 7.0 Ox 0 VIFx 31.1 85.0 st2 Kitchen/Nook-A c 2252 107 107 0.198 7.0 Ox 0 VIFx 36.2 85.0 st2 LUND c 660 1 31 0.310 4.0 Ox 0 VIFx 7.4 70.0 Mstr Bdrm C 4187 182 199 0.174 8.0 Ox 0 VIFx 37.9 100.0 st3 Mstr Bthrm h 1186 56 33 0.222 5.0 Ox 0 VIFx 23.2 85.0 st1 Mstr We c 35 1 2 0.226 4.0 Ox 0 VIFx 21.2 85.0 st1 Mstr WIC h 742 35 22 0.226 4.0 Ox 0 VIFx 21.4 85.0 st1 STUDY c 1478 66 70 0.225 6.0 Ox0 VIFx 21.7 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 351 383 0.171 488 12.0 0 x 0 VinlFlx Sti SO Peak AVF 527 532 0.171 497 14.0 0 x 0 VinlFlx st2 Peak AVF 532 538 0.198 503 14.0 0 x 0 VinlFlx 2017-Oct-13 08:37:43 VI-'- 1 * wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACC^ . agateDGRE\Lot57KensingtohReserveSeagaleDGRE.rup Cale = MJ8 Front Door faces: E ' Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 ACiCK.'..ag4DGRE\Lot57KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E 2017-Oct-13 08:37:43 Page 2 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® USRCSB v5.1 10/13/2017 8:53:22 AM Page 1 of 1 99Z I g Ob uould paojleS heAA o sipoD 1 6 1o4' oigeJohijod bu1uo1g!rUoD aiy 'WIWOH J,v lod tpd IS LT'CT'OT IIS 9T'62'-0 b'S 9T'TO'60 A8 Div(] SNOISIA9?{ IS :,18 NMVd(I CT02'LO'OT :Diva 3AJ=] NO I DNISN3>1 NoisiniaenS L S : io-j aq-, o6naS : NV-1d sawOH uOAN :iDa-iine o d rV 4- Dnp av-1s o/d ZtXZt --- d- oD joou o4- NIW c QPS JkE U' oJ/M TI M woaj iZ ffNN969 a u o 4-n N r+c-¢a rls-rrn 10x6 1wcd O a x 35 u -at d 0 3u- d In L U L 0 C U Uo .. A0i> N Y d L a vJ26- I x iiiIo L a0L " m n I W 00 X o 4- ON J I al X ID O L i o m L a X 4- CU cu ; clu °D o - O V I %D I I Ln r I lu I I ------ I I :I \ xL _ _ _ — L _ J Z R o I I II I I- I I o N I p p L__ J _ J L C9 i i U U o O, U I s I X X o II c o mw cut cm W o coo :. CaEtz Ljj5DJx02IISrL"C I 3 0 X ZQ UOiW ar-- 1G= II a LiCM cuWP- 1 N'e o X oo 5 o B•• tl III R c 0 Cy 1Apq 4 cu a 10 (Ly = -- oUc. L d I ; ^ u ffl II I m cu e y o gi c v q N a) fU tv 41- 0 olu 1A7nV = J a 4S I ` r pa ccuu x I ° 4 :w wd t19- 9L me-9L O M9-6L I o U c o dW W L W q H t H Z Z}. aNa969 auo n C= unj/M dDD joo.0 ol- u p- Drip _Ugpq nC Y X 0 5,. Sq IZQ : RECORD COPY CA In S In DESCRIPTION AS FURNISHED: Lot 57, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORi) COPY 8F 6133MINQ4 PART OF LOT 36 PALM HAMMOCK ALLOTMENTAid' PLAT BOOK 1, PAGES 104-105) Ok to construct single family home S OOe 18' 41 " E with setbacks and impervious area 60.00' shown on plan. 45. Z'/o IM P 5eague - D , CTP LOT 56 Lo e A I fI CRAWLEY DOWN LOOP 50' PRIVATE RIW) Z co Lo o 00 LrA LOT 58 233.20' 1, ------ PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FROM 1IYV 25 2nV — I V111—r cV_ PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REORT - 20' U = PROPOSED DRAINAGE FLOWS /.'6 IMPERVIOUS COVERAGE = 3,031 t SQUARE FEET OR 43.2.7 SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A 05 LOT CONTAINS 7,052t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 28.1 Q e LIVING AREA CONTAINS 2,463t SQUARE FEET (2.26 SIDE = 10' FOR 75' LOTS CONC LANAI/PORCH CONTAINS 568t SQUARE FEET + AC_ SIDE STREET = 25' CRUSETNNEYETR-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PF PLATFIELD POOLTYP. POINT ON LINE TYPICAL NOTES: I.P. IRON PIPE PR4. POINT OF REVERSE CURVATURE 1. THE UNDERSIGNEp DOES HEREBY CERTIFY TWIT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE aORIDA BOARD OF C.M.• IRON C.M ROD CONCRETE MONUMENT P.C.C. RADA POINT OF COMPOUND CURVATURE RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. 1/2' IA /ALB 4596 NR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATVRE AND ORIGINAL ROUSED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED WA WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PA,B. POINT OF BEGINNING CALL CALCULATED OR EASEMENTSTHAT AFFECT THIS PROPERTY. POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E NG CENTERLINE NAIL L DISK D.S B.M. FINISHED FLOOR KLINEELEVATION BUILDINGSETBACKLINE5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ W RIGHT-OF-WAY B.M. BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.H. BASE BEARING 7. SEARINGS'ARE arSED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8UTIL. ELVATIONS, IF SHOWN, An aASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. LFC. CLFUTILITY • CHAINLINKFENCE i 9. CGRTIFIGITE OF AUTHORIZATION No. 4596. WD, FC. = WOOD FENCE C/ B • CONCRETE BLOCK P. C. POINT OF CURVATURE P, T. POINT OF TANGENCY OESC, = DESCRIPTION R = RADIUS L . ARC LENGTH D • DELTA C = CHORD ( D C. B. CHORD BEARING NORTH CERAF; ED BY.• I&- 5- 7 x SEN R.L.S. , 4714 JAM.. SCOTT, LS 1/ 4801 SCALf I— 1" - 20"-------1 1 DRAWN BY. •'* 047E ORDER No. PLOT PLAN 10-09-17 1 4316-17 THIS BUILDING/PROPERTY DOES NOT LIE WTTHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" ZONE " X" MAP ;I 12117CO09OF (09-28-07) a 0 0 c. ON 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 00 FX: 772-409-1015 www.AlTruss.com a M T R U S G N Otz NbRI BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT-57 / MODEL:SEAGATE 4 / ELEV:D / GAR R JOB#: 69983 MASTER#: XR5SG4D9 OPTIONS: 9-4 CEILING g ROOFa x t Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. A FLORIDA CORPORATION RE: Job XR5SG4D9 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: City: Model: SEAGATE v4 "D" Subdivision: County: Orange A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 34 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date 1 A0036069 A09 9/28/16 13 A0036081 C01 9/28/16 25 A0036093 E04 9/28/16 2 A0036070 A10 9/28/16 14 A0036082 CJ1 9128/16 26 A0036094 HJ3 9/28/16 3 A0036071 All 9/28/16 15 A0036083 CJ3 9/28/16 27 A0036095 HJ6 9/28/16 4 A0036072 Al2 9/28/16 16 IA0036084 CJ3A 9/28/16 28 A0036096 HJ7 9/28/16 5 A0036073 A13 9/28/16 17 A0036085 CJ5 9/28/16 29 A0036097 J3 9/28/16 6 A0036074 A13H 9/28/16 18 A0036086 CJ5A 9/28/16 30 IA0036098 J6 9/28/16 7 A0036075 A14D 9/28/16 19 A0036087 D01 9128/16 31 A0036099 J7 9/28/16 8 A0036076 A14H 9/28/16 20 A0036088 D02 9/28/16 32 A0036100 VM2 9/28/16 9 IA0036077 A15D 9/28/16 21 A0036089 D03 9/28/16 1 33 A0036101 VM4 9/28/16 10 A0036078 A15H 9/28/16 22 A0036090 D04 9/28/16 34 A0036102 VM6 1 9/28/16 11 A0036079 A16D 9/28/16 23 A0036091 D05 9/28/16 12 A0036080 A16H 9/28/16 24 A0036092 E03 9/28/16 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III - My license renewal date for the state of Florida is February 28,2017. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components,for any particular building is the responsibility of the building designer, perANSIITPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Anth Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Tom Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Anthony Tombo III, P.E. SERIAL 3B BCA22100 0000004C1287DF Page 1 of 1 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036069 XR5SG4D9 A09 Common - 12 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 6-11-15 Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:b2:01 201b rage 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-aWgUxpnfgyy6S7loG8t?ECBMTQgiRftJ5j6hnlUyZ4c 20-0-0 25-9-14 32-9-14 40-0-0 41-0 0 5-9-14 5-9-14 6-11-15 7-2-2 0-0 5x6 = 5.00 F12 Dead Load Defl. = 1/2 in lb 2/ I 14 l3 28 I 3x4 3x8 MT20HS 3x8 3x8 MT20HS= 3x4 = 3x6 3x6 = 10-0-5 20-0-0 1 29-11-11 40-0-0 l 10-0-5 9-11-11 9-11-11 10-0-5 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.33 12-14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.81 12-14 590 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES We 0.70 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.21 14-16 999 360 Weight: 196 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 10 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 140(LC 13) Max Uplift 2 = 400(LC 12) 10 = 400(LC 13) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3341/1362, 3-23=-3266/1384, 3-4=-3042/1271, 4-5=-2962/1287, 5-24=-2121/1000, 6-24=-2044/1021, 6-25=-2044/1021,7-25=-2121/1001, 7-8=-2962/1287, 8-9=-3042/1271, 9-26=-3266/1384, 10-26=-3341/1362 BOT CHORD 2-16=-1139/3015, 16-27=-824/2409, 15-27=-824/2409, 14-15=-824/2409, 13-14=-844/2409, 13-28=-844/2409, 12-28=-844/2409, 10-12=-1144/3015 WEBS 6-14=-523/1283, 7-14=-756/454, 7-12=-160/583, 9-12=-402/328, 5-14=-756/454, 5-16=-160/583, 3-16=-402/328 WEBS 6-14=-523/1283, 7-14=-756/454, 7-12=-160/583, 9-12=-402/328, 5-14=-756/454, 5-16=-160/583, 3-16=-402/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 20-0-0, Exterior(2) 20-0-0 to 24-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=400, 10=400. LOAD CASE(S) Standard Ne+rz§-Plot. iNaglY .e,.Ih'1:'m imss ,S'i"r, E1FII:TIUMS 6:OXalI10&S(IISiOX 91!EI AWIA'.'NY-1 Io Vvir., iriq. Hired'#—tlx+i,ussh g [ ,! Am1 Atlaonf l imh 11,rl Id—i'—Wldest uheiaite tidelmne 16A, A, xllet— rniT W1 ;rdtxn tower did 1r.T 1 P Evin. p spi bpie, It d toU r ds r,- ph a e :" nt fr, n dewed 12 I I rd 1. nrTD w IPI1. Inedero r -I Img In: enter, Anthony T. Tombo 111, P.E. adeu dIN, i I am l.dlg-1' { iefi, dINDieu, fire Nor, wt Nget ,,IEg g d K. IU dire1 ikrc*4desd In 1. R p Idn TN'a nll ''t 77.n -.il gm+d:g i Mlr wlt - tli W4 yuibhryd -80083 nrwlitjD q d, rxxrdn al n dedlen ED Wtl pod- 'l ?"i r n,I M ti., n:xen n m USPpt: tlori Slfiereref /fmy di:d rlti.ine,Her„«„tlmrseElna,dnrlresr.eipx.l sgm a:icemwlrrsLrefomrx,adrss 44515 . Lucie Blvd. anxwuldtr dara("ftwve. d,p".rdgp ,dl µ9e.',a,d,ed Rer so.i Hurter sn71n mar oevgn. ss7dem, ;n na. up buCeg alhMd' duru ue es l.d.'e r?bt fort Pierce, FL 34946 opyright C 2016 A I loaf Losses Anihanyl.lambo OLP.i. lapenraon ofthis doormen, in any form, is piabibiled without he written permission from A tRonnrurzs AnthonyLlombellij.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4D9 A10 Hip Truss 2 A0036070 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:02 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-2jOs89oHRF4z4Ht?grOEnPjW_pAzA6iEymRLHxyZ4ch 21-0-0 1-0- 7-2-2 14-2-2 19-0-0 -0,0 25-9-14 32-9-14 40-0-0 1-0 0 0- 7-2-2 6-11-15 4-9-14 -0-0 0 4-9-14 6-11-15 7-2-2 -0- 3xfi II 5.00 12 3x6 = 3x6 = Dead Load Defl. = 1/2 in VZr 113 18 29 17 16 15 30 14 3x4 3x8 MT20H5= 3x8 = 3x8 MT20HS= 3x4 = 3x6 = 3xfi = I 10-0-5 20-0-0 29-11-11 40-0-0 10-0-5 9-11-11 9-11-11 10-0-5 Plate Offsets (X,Y)-- 6:0-3-0 0-2-4][8:0-3-0 0-2-41 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 14-16 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.84 14-16 570 180 MT20HS 187/143 BC LL 0.0 * Rep Stress Incr YES WB 0.64 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.22 14-16 999 360 Weight: 195 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-8-0 (min. 0-1-15) 12 = 166010-8-0 (min.0-1-15) Max Harz 2 = 133(LC 12) Max Uplift 2 = 393(LC 12) 12 = 393(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-3345/1433, 3-25=-3212/1455, 3-4=-3043/1347, 4-26=-2959/1349, 5-26=-2895/1363, 5-6=-2129/1091, 6-7=-1905/1043, 7-8=-1905/1043, 8-9=-2129/1091, 9-27=-2895/1363, 10-27=-2959/1349, 10-11=-3043/1347, 11-28=-3212/1455, 12-28=-3345/1433 BOT CHORD 2-18=-1230/3020, 18-29=-923/2401, 17-29=-923/2401, 16-17=-923/2401, 15-16=-929/2401, 15-30=-929/2401, 14-30=-929/2401,12-14=-1236/3020 WEBS 7-16=-525/1234, 11-14=-409/335, WEBS 7-16=-525/1234, 11-14=-409/335, 5-16=-727/485, 9-16=-727/485, 3-18=-409/335, 5-18=-165/588, 9-14=-165/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interior(1) 26-11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=393, 12=393. LOAD CASE(S) Standard Noway Ilssse aagNpnrlewa,'II WIIUSS:31'SEE[Er"CEi TEIMS 6(D I7YJkSCUSTOM I' ITI*;k(KrWEED6MeM'Ieio. Y„moup la—m Waal Am.stress DesgtGreiy;iDO; al MI AdW7 E.holt h1, 7,L tdo,o,Ske Wa, m_ Dn[estak m'-.1danh, ILID,xly gel reaestw Ek I111, uuf H I DxkaU f q Ora d'v'ir¢, I.-ltg7tl nt 'k TV ,d: . TILT. N k r. .Itas,! N ,a; audiiry ad. udRtirntfo Idflir'fgailndP D- ukP tan'd n Ir1d es iremngdrz In, lu d',1anl bi deW lPll. it Anthony T. 7ornbo Iil, P. E. ZtIg1prRaddkDDadtnr ¢ M 5rn cod dag w g age sh toe, W b,ro sf A yai Lila d « 80083 W pille O'q 1.ku'o..II dt Pot Du alMyad-Wit' 1, Iom(,I s 54.1 nw IfSB p4hkdg,T of Sl(I,rerrfa-mfwp dpr6.T%IlUnes dt r.sant ltLaesW l,PesdtnII is'spa.Truss D,sipayear w 1., Ye4d,a,, ai,ts 4451Si. Lucie Blvd, Vkrwise leln.l';r a [a[,ut op .l'W 4iBag s AT wW md,el. At I., Dwp Eryteer is OT ik ldld Daigae, : s, S dear Eq. d bitcg. All apdd+tt teas re n l:tin,'a T? Il Fort Pierce, FL 34946 apytiyht , 2016 A-tR:agLusses-dnihonr l.lamho llh P.E. Repredntlion al this dommeni, in any forn.it prohihiletl without the wriflm perotissioo hem A-IYwf LusszsAnihany l.lanha lll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036071 XR5SG4D9 A11 Hip Truss 2 1 Job Reference (optional) A rtooi t russes, rOR r-teroe, rL J9y4u, UesICJII(.Wd III UJJAUI II at 0 3x8 = r. -.,.. r ID:UumEBPzQXokuwJ2P5W?E2TyuP1 Zj'0s89oHRF4z4Ht?grOEnPjWXpA1A6UEymRLHx 17-0-0 23-0-0 31-0-1 40-0-0 41-0 0 8-0-1 6-0-0 8-0-1 8-11-15 -0-0. 5.00 12 4x8 II 4x8 II r a Dead Load Defl. = 3/8 in 0 Iv0 to m - a - co is <o ;. 3x4 = 3x8 MT20HS= 3x4 = 3x8 MT20HS= 3x4 = 3x8 = 1111131111 12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) 0.29 11-13 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.65 13-15 738 180 BCLL 0.0 ' Rep Stress Incr YES WB 0:65 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.19 11-13 999 360 LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 9 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 120(LC 16) Max Uplift 2 = 379(LC 12) 9 _ 379(LC 13) Max Grav 2 = 1660(LC 1) 9 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-3221/1489, 3-22=-3129/1517, 3-4=-2982/1477, 4-23=-2957/1482, 5-23=-2879/1505, 5-6=-2197/1190, 6-24=-2879/1505, 7-24=-2957/1482, 7-8=-2982/1477, 8-25=-3129/1517, 9-25=-3221 /1488 BOT CHORD 2-15=-1271/2888, 15-26=-812/2123, 14-26=-812/2123, 14-27=-812/2123, 13-27=-812/2123, 13-28=-818/2123, 12-28=-818/2123, 12-29=-818/2123, 11-29=-818/2123, 9-11=-1278/2888 WEBS 3-15=-493/447, 5-15=-383/825, 5-13=-66/312, 6-13=-66/312, 6-11=-383/825, 8-11=-493/447 WEBS 3-15=-493/447, 5-15=-383/825, 5-13=-66/312, 6-13=-66/312, 6-11=-383/825, 8-11=-493/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Interior(1) 28-11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=379, 9=379. LOAD CASE(S) Standard 40-0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 188 lb FT = 0% 1- N'narcN tl is. eq.i7r. «Me.-7 ICCt':iriS31-Ell.l;':E.eE1Si7E1NS5ioMC'llCk!.IJSiCN%'T1-;111NIf. )uN't.Nv.;dr.ir ee pPi:T—,i reeiigas nMl Pats DO, [ai ,6r; ml ie sdirl 1. TO, 41 :. Idle r:t..1W"I-!aies, iuer i;: smel mhe 111D.'y' 4ret read.^ - a dfls eel to t C d 4 Ilxs'Isg rend e,sp &' q i, d g igo n Fh 9m i mi es erig fir;ki, br i adi 'tl i s tAa t Ih ID W,',, PP.tS e m ss r:l INN io' ,ukl'IAt Anthony T. TombO lli, P.E. and awdN 1 . 1,",' illI r "..n4 N0 nee '' ee dl ls. fzIll t I tt I i l I '1'I&ry Cade tPl l-Ra itrra l i'k i 11 - tl rWq Wiq si-je.' Mla al1-1 kll i y sItW'0 «80083 M.,a, g i n'nel I twd N foal gar WP'W rtttIdatt neadnln dkStp.EE Irt>' sl(t e:dx riwy ifd islll.hanker„nn,lTlAesmllrt,dinat ssCespar.is Ceslgasgnaarttalvsc4-Imrer.:'less 44515t.LUCKBlvd. dWwlsd ldaa.bn rtrdrw eyed ;u. rxrnm; Ey ill rrka, ad.Gei. Itelres, h.; p.q mdl's a,l ie dA7nq gesigi tom s,:edn der Yrae,rg. 111 .tAii.te ldlrs uers d:heee il:t. Fort Pierce, FL 34946 ippighIC 2916A-I geai Lusses-Antbany l.lomba ilh P.E. kepadud;ma of this dammed,imay [aim. is pehihited withoal the wriBm peimissioa hem A lioaflaossxs- Anthony 1. lamho 111; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036072 XR5SG4D9 Al2 Hip Truss 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:03 2016 Page 1 I D: U umEB PzQXokuwJ2P5 W?E2TyuP 1 h-WvyE M VovCZCgh RSBOYvTJdGjFD W pve4OAQAupNyZ4cg 1-0-0 7-9-2 15-0-0 20-0-0 25-0-0 32-2-14 40-0-0 1-0 0 0-0 7-9-2 7-2-14 5-0-0 5-0-0 7-2-14 7-9-2 0- 5.00 112 4x8 11 1.5x4 II 4x8 II 6 on 7 3x6 = 3x4 = 3x8 MT20HS= 3x8 = 3x8 MT201-1S= Dead Load Defl. = 7/16 in 1V 0 3x4 = 3x6 = 40-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.34 12-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) 0.79 12-14 606 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.21 12-14 999 360 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 10 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 107(LC 17) Max Uplift 2 _ 362(LC 12) 10 = 362(LC 13) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3324/1570, 3-23=-3179/1594, 3-24=-3063/1502,4-24=-3008/1509, 4-5=-2971/1528, 5-25=-2511/1338, 6-25=-2511/1338, 6-26=-2511/1338, 7-26=-2511/1338,7-8=-2971/1528, 8-27=-3008/1509, 9-27=-3063/1502, 9-28=-3179/1594,10-28=-3324/1570 BOT CHORD 2-16=-1358/2996, 16-29=-929/2309, 15-29=-929/2309, 15-30=-929/2309, 14-30=-929/2309, 14-31=-935/2309, 13-31=-935/2309, 13-32=-935/2309, 12-32=-935/2309, 10-12=-1364/2996 WEBS 3-16=-441/416, 5-16=-299/698, 5-14=-139/492, 7-14=-139/492, WEBS 3-16=441 /416, 5-16=-299/698, 5-14=-139/492, 7-14=-139/492, 7-12=-299/698, 9-12=-441/416, 6-14=-316/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 15-0-0, Exterior(2) 15-0-0 to 30-11-4, Interior(1) 30-11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=362, 10=362. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 192 lb FT = 0% Nrnrcg rleau kreugllr¢,n. ............. Ad IOOf IIUSSS I'SEttEIi iEA0A.1E19S a iOAbfIIO%: NSi0M1"91Y(I'; AIX%9WEED4,eLtt' Ien. Yait Irsgr parmdas n! aee rues r. nm Lnss ksigr [xe*leg RDb; ul rs. Adiony 1. Lnh YI, ? i. Llnroce S!M le6re eu. driest d'ksv{a smNu nA Iao, only vrelawrler pNxes:Idl esN to ne t9Dwle uld asa lrou Msip a, na(e,spa an hq ern d : - oe pas rn x grc dli qrd slrnl ragiruragmpar•.trry lr ne enp d N iiji t I,pdren, ne rbp rdq .eda UP. n a a ,unpaus. 'Ili"mN:u mwray Anthony T. Tombo 111, P.E. and nedla grssl WIln l pui'elndnrdwm.4k 7.nr n Ngaorth Gl4q ri rir•d',iP[i IR lr. lec kilingrNeed lrll Rnglnul rl lk mbnl m.nle dnk1—j'dfnq aaxlrq, swye mhiln al krmq.klklunpusiWuh d «80083 I ntnlsagbqee(o,srdu AI dr.sd wnnrrcarNmgndxs ugxkr nn I ayo p m nwl, m I(sl ruAsraeaaanN gnrrdgrdar nrtmae;mruaualnndt e.dl;rlrns syw tout' erardllmsuuam u, d ss 4451 St. Lucie 61vd. ena.i, rhln.%,fr(mr aa;mwir.mmttdir e;ind,N. Ikta„aa Er nr trm k wlfa on,rr. tn, sgnrr.;,and g l,awg. uimp:Nrtrnt nrns>;wnr>~l. Fort Piece, FL 34946 opyi ight ll)IAA-1RaafLmses Aothonyl.tanb.1101. Repulmtion of this doranent,i%my lam. is prohibited withort Ili, written permissions TOM A-1 Roaflmsset- Anthony]. limbo 111, R.1. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4D9 A13 Hip 1 1 A0036073 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:04 2016 Page 1 ID:IhohHggcR5jfhi7ZLgl loUyiKGA-_5WcZrpYztKhJbl NyGQisgppKdobeyEXP4wRLpyZ4cf 1-0-p 6-9-2 _ 13-0-0 19-11-14 27-0-0 33-0-0 40-0-0 41-0 0 i-o-Ah s-s-2 6-2-14 6-11-14 7-0-2 6-0-a 7-0-0 -0- 4x8 = 1.5x4 II 4 97 5 1A 4x8 = A Dead Load Defl. = 5/8 in 19 ,. 17 16 - 12 11 10 3x6 1.5x4 II 3x8 MT20HS= 1.Sx4 I I1.5x4 11 5x6 = 3x6 = 6x8 = 6-9-2 13-0-0 19-11-14 20-7r8 26-6-8 27-Q-0 33-0-0 40-0-0 6-9-2 6-2-14 6-11-14 04-10 5-11-0 0-5-8 6-0-0 7-0-0 Plate Offsets (X,Y)-- 4:0-5-8,0-2-01,[6:0-5-8,0-2-0],[13:0-5-12 0-3-4][14:0-2-4 Edge] [17:0-4-0 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.33 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.94 13-14 >513 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 I Horz(TL) 0.31 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.33 15 >999 360 Weight: 218 lb FT = 0a/a LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except' B3: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' W8: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 4-11-15 oc bracing I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. lb/size) 2 = 1667/0-8-0 (min.0-1-15) 8 = 1669/0-8-0 (min. 0-2-0) Max Horz 2 = 93(LC 13) Max Uplift 2 = 356(LC 8) 8 = 355(LC 9) Max Grav 2 = 1667(LC 1) 8 = 1669(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 26=-3385/1579, 3-26=-3310/1601, 3- 4=-2832/1385, 4-27=-3848/1888, 5- 27=-3848/1888,5-28=-3853/1883, 6- 28=-3853/1883, 6-7=-3673/1731, 7- 29=-3308/1573,8-29=-3387/1551 BOT CHORD 2- 19=-1374/3055, 18-19=-1374/3055, 17- 18=-1374/3055, 13-14=-1353/3367, 8- 10=-1348/3053 WEBS 7- 10=-551/378, 5-14=-475/368, 3- 17=-572/396, 6-13=-246/740, 10- 13=-1355/3069, 7-13=-51/457, 14- 17=-1008/2514,4-14=-694/1536, 6- 14=-325/740 WEBS 7- 10=-551/378, 5-14=-475/368, 3- 17=-572/396, 6-13=-246/740, 10- 13=-1355/3069, 7-13=-51/457, 14- 17=-1008/2514, 4-14=-694/1536, 6- 14=-325/740 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 13- 0-0, Exterior(2) 13-0-0 to 33-0-0, Interior(1) 33-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=1b) 2=356. 8=355. LOAD CASE(S) Standard Xao; y?I Re .rll an!atle'S'. IOCF IIVSSHjl l r .A[Idi iE1NS6 (L'FO'I17Fa NSiCd :JRI' d,Kt'fi:_ 64 A"laa. far tet qe at nners tel TW MtsnMtLut ks're(n,vaq liCCnI M. An ioeYrfiah pl,?%ldtrtn<e :Sa!t kl a. lelett vM,ei,a :mel a, tYe lPU nFt w• tdacl,nt I skit . ab utr o, dd. d r ekgeI,gnai a sr mn q. t d a( ,carps rpl du d Iaq :q re. innixn k adro- rat::ngioedt,ntrD¢,d r?u 1 eFvgentesrya; bugadCnc sWtlniry Anthony T. Tombo Ili, P.E. kad, , q Yndxto .net ', ak n rn.,, u i d: 'lin lu d leik5aq mdt mi ra,gra,l I ' da.,dd.tt.r lk l—nAtd q- tq, ga'tt411r,n etl ir-l' ukraa,ra<:d,ihd „ 80083 Ztlerpuafl q d ,t ien 0 pe tax m, a dmgm ,, ael txn i laegl q r. ustµtrtidarr, dsulta deemkhrtnaekrdnande,F.;s+r.r maeudpuplkt tiuFt¢alfl.tlkiCFEq—tllltts,K.4- a,'WFff4451 St. Lucie Blvd. ala:;afa.rdgr?WlWVo.l1,d.rlam,;flat ssna annwr fl,,,.t.a,ts,ptmtit.gkus.egUmoiotdlt.,eae,nvFernl. opy,ighl, L!(IId A I R:of hussesAnihany l.lamho'Ih P.i. Replcduttion of thts eomnceq,.a any i am, is p ahihiled•xithout the wripea ptlmissiao from A -I ftoa(Lusses-AnthonyLlanha lll, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036074 XR5SG4D9 A13H Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss. cam Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:05 2016 Page 1 I D: Uu m EBPzQXokuwJ2 P5 W?E2Tyu P1 h-TI3_m BgAjASYxkca VzxxO2L?n 1 C?NXLhekf?uFyZ4ce 11lV 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 q1-0 p i-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 -0- 3x6 = 9-11-0 4x8 II 3x4 = 4x6 = 20-0-0 1.5x4 11 4x8 11 12 , I — 3x8 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.33 10-12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) 0.85 10-12 568 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.25 10-12 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-8-0 (min.0-1-15) 8 = 1660/0-8-0 (min.0-1-15) Max Harz 2 = 93(LC 16) Max Uplift 2 = 359(LC 8) 8 = 359(LC 9) Max Grav 2 = 1660(LC 1) 8 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-3362/1634, 3-21=-3290/1655, 3-22=-3052/1482,4-22=-3043/1506, 4-23=-2931/1518,5-23=-2931/1518, 5-24=-2931/1518,6-24=-2931/1518, 6-25=-3043/1506, 7-25=-3052/1482, 7-26=-3290/1655,8-26=-3362/1634 BOT CHORD 2-14=-1423/3037, 13-14=-1038/2495, 13-27=-1038/2495, 12-27=-1038/2495, 12-28=-1044/2495, 11-28=-1044/2495, 10-11=-1044/2495,8-10=-1429/3037 WEBS 3-14=-392/396, 4-14=-179/541, 4-12=-257/694, 5-12=-477/368, 6-12=-257/694, 6-10=-179/541, 7-10=-392/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 13-0-0, Exterior(2) 13-0-0 to 32-11-4. Interior(1) 32-11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=359, 8=359. LOAD CASE(S) Standard Dead Load Defl. = 1/2 in PLATES GRIP MT20 244/190 Weight: 189 lb FT = 0% m Ia6 41 N—S;14.—iergsjrzaew fh'g-1 IOCE%KSHi SE!1!1t.=6SEIIL IHMS a r0fDF109S NSTONr;L19'; r(MIX.iPGVT 1— f0ykq, .-d. .1 redcana E,Trusshq.0-ioftD°'!W*Arfhmr LTwh IT, 7z lek-15en W.,ne. cdA tw— stNdm n, IRA,a* Wiel unxm pkxes slalhvsd lrcn rDDw Nid !m - i *. t . Sw:so,u 1e N n an TDD Anthony T. Tombo 111, P.E. and ne Ahu i f pill Ifi 1 'n ar le D. 4l+T»rr afl d g a6t. Wid" jn.lcz face ltt. "a lM nl me lunl lnMleg cmk ai lPl -rRe ypr la e'00 eN ur sell rurM'nss 'odl g. N qe.' n11P Wlso.e shelldle r.spnvllWrd « 80083 11t.114D g d unW. All a ,eanne lDD ee1M §,eaasx lg:W' an 115egt pnm Salty h. n h61)tw lid 9YTPI nd SNi ore crime, dfx§ dged r%lfefixeM rutam Flmesdlae,Nne irns Cez prc,'ress Deskp_xg eettWTnss Meeaetlrrrc,xless 4451 St. Lucie Blvd. NNr»Istdrt.d:rehmm oDea e.rn dl Nl enee, enhd. thel ss D.sge Eegen,iek0T'h Miq Orslgt r smem..oszlam gdeeg. Allcryid .N lnrcn;wsda'iedmr%L Port Pierce, FL 34946 epy,ight011116AIRod Losses Amhaey 1.lamie ill, P.E. Repeedu0ionof this document, is ony form, is peohihihd sifhool the wnie. permission hom A Roof busses Artlhony 1. iamho ill, F.E. - Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036075 XR5SG4D9 A14D Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:06 2016 Page 1 I D:I hohHggcR5jfhi7ZLg 1 IoUyi KGA-xUd N_XroU U aOYu Bm3hTAXFu8b RU16rZgsN PYQiyZ4cd 1-0-0 6-t0-1 + 11-0-0 18-3-8 23-6-14 26-2-0 29-0-0 33-2-14 40-0-0 41-0 0 1-0- 6-10-1 4-1-15 7-3-8 5-3-6 2-7-2 2-10-0 4-2-14 6-9-2 1-0-0 400 = 2x4 II 3x6 = 3x8 = 5x6 = Dead Load Defl. = 11/16 in 25 L9 23 21 ` u 17 14 13 12 3x8 = 3x6 = 3x4 = 5x6 = 3x6 = 5x8 = 6-10-1 11-0-0 12-10-& 18-3-8 20-7-8 23-6-14 26-6-8 29-0-0 33-2-14 40-0-0 6-10-1 4-t-15 1-10-8 5-5-0 2-4-0 2-11-6 2-11-10 2-5-8 4-2-14 Plate Offsets (X,Y)— 2:0-4-2,0-1-8] [4:0-6-8,0-2-0], [7:0-2-1,0-0-121, [8:0-3-0,0-2-41, [8:0-2-1,0-0-12], [15:0-4-4,0-2-12], [22:0-4-0 0-2-0] [25:0-4-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.44 20 999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) 1.12 20 427 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.37 10 ri n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.43 20 999 360 Weight: 230 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1,B4: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. Except: 3-5-0 oc bracing: 7-8 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1669/0-8-0 (min.0-2-0) 10 = 1671/0-8-0 (min.0-2-0) Max Horz 2 = 80(LC 16) Max Uplift 2 = 377(LC 8) 10 = 378(LC 9) Max Grav 2 = 1669(LC 1) 10 = 1671(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-3292/1537, 3-33=-3212/1558, 3-4=-2974/1396, 4-34=-4690/2154, 5-34=-4690/2154, 5-6=-4690/2154, 6-7=-4720/2152, 7-35=-3818/1781, 8-35=-3818/1781, 8-9=-4043/1821, 9-36=-3259/1493,10-36=-3342/1471 BOT CHORD 2-25=-1311/2965,19-22=-1833/4630, 18-19=-1833/4630, 16-18=-1833/4630, 15-16=-1833/4630, 10-12=-1271/3009, 6-22=-413/318 WEBS 9-12=-799/437, 3-25=-321/318, WEBS 9-12=-799/437. 3-25=-321 /318, 8-15=-477/1275, 12-15=-1302/3064, 9-15=-206/802, 22-25=-966/2504, 4-22=-945/2185, 7-15=-1074/458, 7-18=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116ni TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Ir ior(1) 3-2-6 to 11-0-0, Exterior(2) 11-0-0 to 33-2-14, Interior(1) 33-2-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=377, 10=378. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Aunng ri z.l&zrrgolsr e_ane IOCr IX;ESi lt.f _ESali1EIHS5fOMCIIIOMS NS'CX?1'tYLIN-W,641 to v_nrmeevp porwrtvs nl reM rnsundz'rnss R=q ha r „W.kei",1.rvlroi,:_Id,..sd:st Wrre.0 Jdesz onersis: sMelmne Roo* µ'T', a qw 0 st n o a 1 de i 79 t Sp arrvb r''u dtsa ME es Surf-nt al, dmrtn: erzg rngr goer nh,h dnadn ql i s f ra b. ra,oC I - ttu. tf d wr t hd de. s Willey Anthony T. Tombo III, P.E. ac ,d"a t kas t t a, C: hx7 n n qn t u q g d u-:: iu d:Winsq reee sz rn i. rd rqr idtte oe d u .n -..tl a .'r ter. nOn ae ontn raq,R<n s<n yre tl.na « 80083 rt a.o q. 1 0 na ++ r C r, top ,M;-i n r wart t vn;,k tarnsi ! ntl sus a drwq dlydo rndrn,n.re„,lnmrroddnr,aml saes .?r,,,oer :egoeKsimsuer,ror,,. s, 4451 St Lucie Blvd. nrwa,deLn.d„eoitwepM xns,,.,,nnmr, mend gE,lrrssDnp*«rrsh l uif ,dn;o, nms;r r. u,MaeEq All e ie—dter sr, kiler R1. Fort Pierce, FL 34946 opyrghf u: IDI6AlPeeE Lusses Anthonq 1. lomhe ill, P.E. kep,,detlicn of this dere.—t,inony term.isp,*biled Ahoul the iif,, permission hunkl Rau(Lusset dnlhony l.lemho lll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036076 XR5SG4D9 A14H Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:07 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-PgBIBtrQFoiFA2mydO_PUTRMTgr4rK7z5186y8yZ4cc 1 20-0-0 29-0-0 3---5 I 40-0-0 41-0-0 066--1100 41-10M0 9-0-0 9-0-0 4-11115 6-10-1 1-0-6 4x8 = 6x8 = On 4x8 = Dead Load Defl. = 7/16 in 14 13 12 11 10 3x8 = 4x6 = 3x8 = 3x4 = 3x8 = 3x4 = 20- 0-0 4x6 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.27 12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 0.73 12-14 656 180 BCLL 0.0 * Rep Stress Incr YES WS 0.88 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.27 12 999 360 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 or purlins. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. rMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide_ REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 8 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 80(LC 17) Max Uplift 2 = 382(LC 8) 8 = 382(LC 9) Max Grav 2 = 1660(LC 1) 8 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 21=-3288/1636,21-22=-3209/1647, 3- 22=-3186/1657,3-4=-2965/1467, 4- 23=-3474/1770, 5-23=-3474/1770, 5- 24=-3474/1770, 6-24=-3474/1770, 6- 7=-2965/1467, 7-25=-3186/1657, 25- 26=-3209/1647,8-26=-3288/1636 BOT CHORD 2- 14=-1414/2962, 13-14=-111312703, 12- 13=-1113/2703,11-12=-1119/2703, 10- 1 1=-1 119/2703, 8-10=-1420/2962 WEBS 3- 14=-323/359, 4-14=-90/455, 6- 10=-90/455, 7-10=-323/359, 4- 12=-468/994, 5-12=-626/480, 6- 12=-468/994 WEBS 3- 14=-323/359, 4-14=-90/455, 6- 10=-90/455, 7-10=-323/359, 4- 12=468/994, 5-12=-626/480, 6- 12=-468/994 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd- 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 11- 0-0, Exterior(2) 11-0-0 to 34-11-4, Interior(1) 34- 11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=382, 8=382. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 188 lb FT = 0% daaxg- H sr HtrnvAllr ndta nt'A-I IeOF!Y95S3j SFItEI a CENEkEiE1NS 6:ON01110X5 tUSrOM,;"dJrE['i IrrN98ti00N:lf!'chm. NnAy hsyt por®ras ui reei ed.x Ras imss Ctsys Gt{IU,; etl ee Atfim7 C iuh III,',:.Idntae crat Wxe. Ildtss mesrxisz;Kel m Ht 156, only NdN awA t::Nmo-tt,e xnt 9wutdd ! 0 purge 1 f dnF^y e E sdm -rdd p d yH dn.pdn eh g y ytn,Nrhnt m d t IH shy i s:ftrOf k be d d au.'b dt p.s a1aa:.Hiwy< fn NNUR Anthony T. Tombo 111, P.E. ad re di4 irs ay wil " In P'n'U dif 0- He Nu mN -tA ytd afhe w1f l ti rur I, dt: It .IV W lu I kill" mde nt 111 . R NNr dd He IN of oq uit in - I f yw d m .qt m.h0rta oafl i t WI k M syai :fh0 « B0083 M 4i19 0 g f mxt.t ADO,; xm.t b0 imOwn' r pid dH r loqu Inn Sohn l+ m cs- ppidd ar T4 at Sick ee 10.1vittxy A I'lo r'4t hit'n M re,xw;ldn sat M. dw H ss.euym. wa,e Ts ' txwT., ftm—, itss 4451 Si. Lucie Blvd. dkrwlst klin.9.teinUtn roye.9-t.itny Nr dl lwYts rtrd,ef. Relrtss P.i7, Exytex'st7l He klly 0.i;a , orl ss Syslt.,rv, duN ltd!'ey. All mNdd-:tdtx,-s wets f±A.!'t FPI i. FOrt alerce, FL 34946 opydg4102016 A I Roof Losses An -Noy Llo.lo ill, P.E. Nepmdwion of ibis dm0000t;ioenyfet.. is pobibiled wilhool The wrin,o3-4,ioofromA-t Ranf lmsses Aothooyi.io.ho ill, P.E. Dead Load Defl. = 13/16 in Job Iruss Iruss type XR5SG4D9 A15D Roof Special RYAN v4 A0036077 Job Reference (optional) russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:08 2016 Page 1 I D:I hoh HggcR5jfh i7ZLg 1 IoUyi KGA-ttl7PDs205g6oCL8B6VeOgzYAE8haml7Kh ufUayZ4cb 1-0-p 9-0-0 14-3-12 20-7-8 21$0 26-2-0 27-0 8 32-11 46 40-0-0 41-0,0 1-0- 9-0-0 5-3-12 6-3-12 8-8 4 0%1 5-10-14 7% 0 0 0- 5x6 = 2x4 11 22 G1 20 19 -10 15 14 13 3x8 —_ 1.5x4 II 4x6 = 5x8 = 3x4 = 8x14 — 5x6 = 3x6 = 3x4 II 9-0-0 14-3-12 2%7-8 26-6-8 27- 8 32-11-6 40-0-0 9-0-0 5-3-12 6-3-12 5-11-0 0-6Q0 5-10-14 7-0-10 Plate Offsets (X,Y)-- 2:0-4-2,0-1-81 [3:0-5-8 0-2-0][4:0-2-12 0-1-8],[9:0-3-O,Edge],[16:0-4-8,0-4-12] 1[ 7:0-5-0,0-5-0],[19:0-0-8,0-1-8],[20:0-4-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 i Vert(LL) -0.55 18 869 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.39 18 346 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.38 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 221 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T1,T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30, 134: 2x6 SP 240OF 2.0E B6: 2x4 SP No.3 WEBS 2x4 SP No.3 'Except' W4,W3,W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16, 17-19 WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1673/0-8-0 (min.0-2-0) 11 = 1667/0-8-0 (min.0-1-15) Max Harz 2 = 99(LC 17) Max Uplift 2 = 448(LC 12) 11 = 344(LC 13) Max Grav 2 = 1673(LC 1) 11 = 1667(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-3163/1363, 29-30=-3067/1376, 3-30=-3052/1392, 3-31=-3749/1745, 4-31=-3749/1745, 4-5=-6376/2816, 5-6=-6437/2822, 6-32=-3178/1405, 7-32=-3142/1422, 7-8=-3624/1702, 8-9=-3647/1626, 9-33=-3651/1615, 10-33=-3719/1614,10-34=-3248/1417, 11-34=-3329/1394 BOT CHORD 2-22=-1148/2816, 21-22=-1146/2821, BOT CHORD 2-22=-1148`2816,21-22=-1146/2821, 20-21=-1146/2821, 19-20=-130/355, 16-17=-2609/6373, 11-13=-1182/2998 WEBS 3-22=0/273, 3-20=-511/1150, 4-20=-1420/695, 17-20=-1455/3537, 4-17=-1134/2788. 6-16=-3759/ 1730, 7-16=-1106/2372, 13-16=-1166/2929, 10-16=-95/501, 10-13=-610/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to 13-2-6, Interior(1) 21-4-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=448, 11=344. LOAD CASE(S) Standard stunrca rl Su t,. if nd=,.n'r-I IOGf IYUSS`("`ELEi^.-Ee[Ei: itfHS6(Ck0(IkOKS(USiOM',Jln,l(KX7'+t76N!r^Ia a,un eel lrenanss ni rted nnnAdsiruss Ur gr 6oFvc„'Uu, aei rc. AtlhanyLiahpl,''-ldumrs •>:et ldue rsr olssspleraisssttlelmlkei[O,sd7- 417eY anenw lksls Rdl k I H t U.. l< olat r s 0 _g iq . Sr dry E, 4 4 d o, rns r00 o tl Eh d w gd sire: e^qi °g 1 >EeE.Ihh t n dr a d tp I 1 I d 1 !h'6 ul r.l. r e a reu _ 1 Iml IB . 'atliiiry t 6 ned I M111 n r -nd hae nr, wi ee RnutN lily s d; IIL : u Im lec i' ade M lfl,. A Id'Y OO all oy r91 lr.n -edl - Anthenv T. Tombo Li, : E. I or r y >or I h hr r dlx.! ewd L# 80083ataoga1InnwueteaIRarcgtoatrnrn, n .usrE Iiil rt l ua .r sh q d};1 r tlrn,zcH re> mtlmes ltln>dn i. cs.e,rw, O p,er:rerrwirsxerteduu, rss rtn..,rlla.o„rtrnrxey. aTar'rwm ydlreas.ar4.rE.Ih6el'.i d ,o.,p,nreni. hn erua orsign. o rssSynem.r;rmaeglrn.r,.1lc.pdd?rclumsr:resxualeL I t. 44515t. Lucie Blvd. opyrpht, a P916 AI A:of hvssesFn>ho y l.lamhs lll, P.i. Repmduttion of this dommui, in any imm. is pmhihited wilhoal thrinen pe e wrmission from A-1 kanf lrusszs-dm5ony l.lomho lll, P.E. Fort Pierce, FL 34946 Job Truss Truss Type city Ply RYAN HOMES / SEAGATE v4 XR5SG4D9 A15H Hip 1 1 A0036078 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:09 2016 Page 1 I D: U um EB PzQXokuwJ2P5 W 7E2Tyu P 1 h-L3J VcYtgn PyzQMvLkpOtZu W iee WcJ KZGZLdC 11 yZ4ca 1-0-0 9-0-0 16-5-13 23-6-3 31-0-0 40-0-0 41-0 0 1-0-0 9-0-0 7-5-13 7-0-7 7-5-13 9-0-0 -0- 5x6 = 5.00 F12 3x4 = 3x6 = 3x4 = 5x6 = Dead Load Defl. = 11/16 in v 10 14 13 12 11 10 3x6 = 3x4 = 5x6 WB= 3x4 = 5x6 WB= 3x4 3x6 = 9-0-0 20-0-0 31-0-0 40-0-0 9-0-0 1 11-0-0 11-0-0 T 9-0-0 Plate Offsets (X Y)-- 2:0-0-6 0-0-0],[3:0-3-0 0-241[7:0-3-0 0-2-4] [8:0-0-6 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.32 12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 1.00 12-14 481 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.32 12 999 360 Weight: 176 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-8-0 (min. 0-1-15) 8 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 67(LC 13) Max Uplift 2 = 405(LC 8) 8 = 405(LC 9) Max Grav 2 = 1660(LC 1) 8 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-3194/1401, 3-21=-3086/1430, 3-22=-2876/1417, 4-22=-2876/1417, 4-5=-4065/1880, 5-6=-4065/1880, 6-23=-2876/1419, 7-23=-2876/1419, 7-24=-3086/1432,8-24=-3194/1403 BOT CHORD 2-14=-1156/2847, 13-14=-1691/3961, 12-13=-1691/3961, 11-12=-1684/3961, 10-11 =-1684/3961, 8-10=-1 162/2847 WEBS 3-14=-200/795, 4-14=-1323/639, 4-12=0/309, 6-12=0/309, 6-1 0=-1 323/639, 7-10=-200/795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to 36-11-4, Interior(1) 36-11-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 3, 5, 7, 2, 14, 4, 12, 6, 10 and 8 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 13 and 11 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 [b uplift at joint(s) except Ot=lb) 2=405, 8=405. LOAD CASE(S) Standard 317,w!s 1t 14100` I11SEH EEO i, CEqi1E 11IM51 30M;NS ECSTGA-sFr; IIKRU1`1MAEst" Itv gudg idip por¢trtxs of d tdtsa I's inss de 'y i gg;,0,t niths ldhonr Lit¢h dl '.E ld¢eatim W¢e tu. Udess enrt;e smelm!ee l60 Wf Wleg ante* p. illwcsdi n 100wM t'd (nss g sgee t sN ttrr Erg nr d., xp iDU _ ns rgt¢ do ,rd ssiael eagi q rprs HO tr ne inadlti tgl i igeN ee ntID td - @ r. lekrr swgen;,l dmg Inns sset ur Anthony T. Torri 111, P.E. rndnt ei *. a in 1 lili'nt t g u.rhd ne0 ne] .r Mi d gn Fi, rr,l'i gw.tie do ItE, ro, lk 1'r' .i inldig cadesd lrl-1 Rt glnd Ilte'00 td nrn li de n;s. nd d.g rtw y, xt ie.-shll¢ NI¢ag tcli k'!t!.sgnsi6Uhd « B0083 NW, otsq, enR,antru AI re .d xunt t dmgmRnti ¢I n 1 5q gttm iml,w r usgµausmiri, dsuiertrd i ¢g dg eto r itehn N¢ mmdn wln:t,dt»assCup.. I0tsign.tfcnrtdlrx,Mtrttmnt, Was 4451 St. Lucie Blvd. di¢*se Wl+ dndedr ge.i.ut Mmigrdry¢ot, and d. lRe t sDs n>St <, sf0r ktdli 0eq aGesssisn¢Erc n. midisg maim dnrmvtosdwdtr 1. Fort Pierce, Ft- 34946 opytightCHIbAIRoelhum, An!Wyl. lomhn Ill. PA. Repednriion Othis doumiit, in ony fow.s pmhihiod withov the written penisoon hot AA Roof Ins- Anthonyl. tonho Ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0036079 XR5SG4D9 A16D Roof Special 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:10 2016 Page 1 ID:IhohHggcR5jfhi7ZLg11oUyiKGA-pFttquulYj4gl WUXIXX6552tt2_02jrQn?NmZTyZ4cZ 27-0-8 0 13-0-0 14-0-0 20-4-12 26-2-0 26-6-0 32-11-6 40-0-0 41-0-0 0- 8-0-0 5-0-0 -0- 6-4-12 5-9-4 0'4'-8 5-10-14 7-0-10 -0- 0-6-0 Dead Load Defl. = 11/16 in 4x8 = 2x4 II 8 9 5x6 = 4x8 = 6x8 = W9 5.00 12 4x8 = 1.5x4 3x6 3 7 11 31 32 10 3x4 5 O j 11 28 29 8 I 2 1 4 3 33 m 1 2 17 12 o M v q18 18x12 = _ o 22 21 20 19 7x10 MT20H&: 15 14 o 4x6 = 4x4 — 5x8 = 4x4 — 7x6 t6 5x6 —_ 4x6 = 5. 77 12 2x4 II 20- 7-8 8- 0-0 14-0-0 17-7-8 1 20-4-12 ; 26-6-8 27-0-8 32-11-6 40-0-0 8- 0-0 6-0-0 3-7-829-4 0-2'12 5-11-0 0'-6% 5-10-14 7-0-10 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4][4:0-4-0,0-1-44]_[5:0-5-8,0-2-0],[6:0-2-4,0-3-0][8:0-4-0,0-1-8],[17:0-2-8,0-4-4] [18:0-5-0,0-4-41,[19:0-3-0 0-4-41 LOADING( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.46 18 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 1.17 18 411 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.25 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS j Weight: 500 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E 'Except* B6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10- 0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-17 REACTIONS. ( lb/size) 12 = 166210-8-0 (min. 0-1-8) 2 = 1659/0-8-0 (min. 0-1-8) Max Harz 2 = 112(LC 13) Max Uplift 12 = 344(LC 13) 2 = 445(LC 12) Max Grav 12 = 1662(LC 1) 2 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 27=-3537/1651, 27-28=-3473/1653, 3- 28=-3453/1669, 3-29=-3229/1632, 29- 30=-3229/1632, 4-30=-3229/1632, 4- 5=-5601/2687, 5-6=-5427/2525, 7- 31 =-1 797/829, 8-31 =-1 756/845, 8- 9=-3755/1769, 9-32=-3786/1728, 10- 32=-3804/1716, 10-11=-3863/1708, 11- 33=-3556/1576,12-33=-3616/1562 BOT CHORD 17- 18=-4049/9473, 12-14=-1312/3282, 2- 22=-1393/3185, 21-22=-1837/4229, 20- 21=-1837/4229, 19-20=-2188/5018, 18- 19=-4646/10889 WEBS 6- 18=-1809/4479, 6-7=-1243/622, WEBS 6- 18=-1809/4479, 6-7=-1243/622, 3- 22=-335/977, 5-20=-2726/1333, 8- 17=-1144/2501, 14-17=-1287/3227, 11- 17=-71/390, 11-14=-548/335, 4- 22=-12C9/565, 4-20=-1274,12822, 6- 8=-1560/689: 6-17=-6623/ 3020, 5- 19=-174/522, 6-19=-6466/2758 NOTES- 1) 2-ply truss to be connected together with 1 Od 0. 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 8- 0-0, Exterior(2) 8-0-0 to 14-0-0, Interior(l) 14-0-0 to 20- 4-12, Exterior(2) 26-2-0 to 30-4-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except Qt=lb) 12=344, 2=445. LOAD CASE( S) Standard 4udrcq H. rts nem ;l'7r r: sit 2'ICf'',I11SS3, rt.1t,EMA: TRASa001II.,Ft(MI Dd'vlr;tayriCmyar'Iav-5etery-q smod—a rmntd>smte,lirss Ntq, 1.w;9; DO; and M, AtlSory!'enh.I,'. Idntx. dtltrt rt. lelns areex;t:rtt/mht![9. riit wret reeeem ptx Hn- smi n t Dwt d8 i 1 mpn I ipt mn g. nt d IDh d td t't dR d sue e•g p a,,nt i, p0N rt I A pd A nt'"D t k pu. I « F petx:. I-1 7 Aa :mEi!irr Anthcny T. Tombo III, P.E. za.0d'n rssi a-r hilt ti I "i dirt 0 .he3 ''! tl k Id. fit iA IC M I Iiln IV W1 I..! S.Wj d .IN 1, 1 pp Idne TD d n IA ne. '„IsA gx "I s I film <r mer t tci x P >lw 11 lyd i 80083 nt Gnl7» gD gr. 1 dr a t i x it.0 in IM dg uetl xn I'" p twtp lnro zt N51: peErkA41 ASUA re k en dr r.n I l toe, Mr,crc flmm M MI; i tm ttss rtes ltet..r sDetrgp:yt. ae7s,c Yerhmrtr,,ukss 4451 St. Lucie Blvd. mr*i;t 4ln.dntlmrdn pe.g,an't.,na.;ryml pa:4e, urd N. I6ermss D.s.p,Eq tA!kao,e eertt:.,t,tota>5ete;t TN Fort Pierce, P- 34946 opytight?OldAIRcol Lusses Anihany l.lambo lIL P.E. Rgofitlion elthisdommem, in onylowisprohihded withoarthe wrinen pentission firm A-i Roofliesses-Aoihany l.lemho lll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036080 XR5SG4D9 A16H Hip Girder 1 Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, deslgn()altruss.com Nun: s.uzu s Jep i3 zuio rnnc a.uzu s Jep -10 Nln MI I eK ineusknes, Inc. vveu oep zo i-- I I cu to rays i ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-HRRG1 EuxJOChff3jsE2LeJb4BSCHn6RZOf6J5vyZ4cY 1-0- 7-0-0 11-4-0 17-1-5 22-10-11 28-8-0 33-0-0 40-0-0 1-0 0- 7-0-0 4-4-0 5_ _5' 5-9-5 5-9-5 4-4-0 7-0-0 1-0- Dead Load Defl. = 7/16 in 19 33 18 34 35 17 16 36 37 15 38 39 14 " 40 z 3x8 - 3x4 = 1.5x4 11 5x6 WB- 4x16 = 3x6 11 4x6 = 3x6 - 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except` W3: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 1 Row at midpt 5-15, 8-13, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1998/0-8-0 (min. 0-2-6) 13 = 4828/0-8-0 (min. 0-5-11) 10 = 133/0-8-0 (min.0-1-8) Max Horz 2 = 53(LC 31) Max Uplift 2 = 897(LC 4) 13 = 2006(LC 4) 10 = 362(LC 19) Max Grav 2 = 1998(LC 19) 13 = 4828(LC 1) 10 = 325(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4164/1764, 3-26=-3814/1674, 4-26=-3814/1674, 4-27=-4014/1860, 27-28=-4014/1860, 5-28=-4014/1860, 5-29=-1306/693, 6-29=-1306/693, 6-7=-1306/693, 7-30=-1306/693, 30-31 =-1 306/693, 8-31 =-1 306/693, 8-32=-637/1313, 9-32=-637/1313, 9-10=-717/1399 BOT CHORD 2-19=-1545/3761, 19-33=-1983/4660, 28-8-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.61 Vert(ILL) 0.3716-18 934 360 MT20 244/190 BC 0.84 Vert(TL) 0.6816-18 503 180 WB 0.99 Horz(TL) 0.13 13 n/a n/a Matrix-MSH Weight: 191 lb FT = 0% BOT CHORD 2-19=-1545/3761, 19-33=-1983/4660, 18-33=-1983/4660, 18-34=-1983/4660, 34-35=-1983/4660, 17-35=-1983/4660, 16-17=-1983/4660, 16-36=-1750/4014, 36-37=-1750/4014,15-37=-1750/4014, 15-38=-3361/1482, 38-39=-3361/1482, 14-39=-3361/1482, 13-14=-3361/1482, 13-40=-3361/1482, 12-40=-3361/1482, 10-12=-1267/724 WEBS 3-19=-395/1113, 4-19=-1102/513, 4-18=-28/430, 4-16=-727/262, 5-16=-163/755, 5-15=-3044/1311, 8-13=-4573/1983, 8-12=-902/2603, 9-12=-993/551, 7-15=-700/425, 8-15=-2316/5242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=11ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 3, 6, 9, 2, 19. 4, 18, 16, 5, 8, 13, 12, 14, 10, 7 and 15 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 17 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=897, 13=2006, 10=362. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 225 lb up at 7-0-0, 123 lb down and 123 lb up at 9-0-12, 123 lb down and 123 lb up at 11-0-12 123 lb down and 123 lb up at 13-0-12, 123 lb down and 123 lb up at 15-0-12, 123 lb down and 123 lb up at 17-0-12, 123 lb down and 123 lb up at 19-0-12, 123 lb down and 123 lb up at 20-11-4. 123 lb down and 123 lb up at 22-11-4, 123 lb down and 123 lb up at 24-11-4, 123 lb down and 123 lb up at 26-114, 123 lb down and 123 lb up at 28-11-4, and 123 lb down and 123 lb up at 30-114, and 224 lb down and 225 lb up at 33-0-0 on top chord, and 385 lb down and 76 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, 88 lb down at 17-0-12, 88 lb down at 19-0-12, 88 lb down at 20-11-4, 88 lb down at 22-11-4, 88 lb down at 24-11-4, 88 lb down at 26-11-4, and 88 lb down at 30-11-4, and 385 lb down and 76 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-9=-60, 9-11=-60, 20-23=-20 Concentrated Loads (lb) Vert: 3=-177(F) 6=-123(F) 9=-177(F) 19=-385(F) 4=-123(F) 18=-71(F) 16=-71(F)5=-123(F)8=-123(F) 12=-385(F) 7=-123(F) 15=-71(F) 26=-123(F) 27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F) 31=-123(F) 32=-123(F) 33=-71(F) 34=-71(F) 35=-71(F) 36=-71(F) 37=-71(F) 38=-71(F) 39=-71(F) 40=-71(F) N¢nmlt 3 gitj snrw tlt "A'IOU9IOSS:1'S[ttEi tFA[Id.1E1NS5 fCX01I10F; tUSiOX RCIIIXXuIf-06ti'di'fom. Yerdr levga o¢_ft,uf aeE apn»INs'russ Oe,rio pawingflDO`ml tnr Arfrmy F.T.I. W1, CIII'- iA>tt Ware sr_ ddrssaostms!;ComsS<IN, I* Nlteku #ar: skll i•osed hr 1e1011e11"111,1-1 Denga;ngean ii.e. SrectlM1 E.gvrrNmisazry(DD'ur"etlssl'mflKe¢Fh,;rdesslnd<yim ug rrslees 114hFtttSe'+ssge Aloesiwilelnss lrridel¢nM`D9 rd., iad¢r tiLL Fh de:iansenyus.lr Epy {Eeiers, rvlakillry Anthony T. Tombo Ill, P.E. and nedh i..1 lrAd'r315er si 't'h PO -air, rx ]+n edt 'd iduh R+IE'r gelOx ro telil,n IR IMI Hear cMeaf@Ilia rfn life DC ed nr-If strfse rns'+df nand 4sPorq 's'dlrnamM '; kli C srya lt:pd «90063 o Nis"IgD g 1 rW 41I nt a .Is, W IliM111d.,WOkl. ill {'by( pen514n x m {[SQ04,hy IMW SHA 0-11u9dl d- IN iass 4451 S. Lucie Blvd. Hrrwsrku¢. a.rrrrarmgoa"wi..,Ral6ydlnREsmolnI ne lns h qoEgan, t7F 1, wlkm Ursi)o ar sss.lm:niesel ofm b'd:ag. ul ayAd-:rdnlsn ros d.'fiaei rt8l. Fort Pierce, FL 34946 opylighIC2016A- IRoofbusses Anh oyl. lomtD 111, P.E. Repmd.mon of this domntnl,is oq(ow is prohibited withoanhe writlen aesmission has A -I Roo[ .... Is-Ardfiony L lamb -III, P.E. Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4FXR5SG4D9C01HipGirder11 A0036081' Job Reference (optional) 001 r I--, run nerve, rL owavo, (iesigri@aiiruss.com nun: ss.u2u s Sep i3 2ui6 Hnnt 8.02U s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:12 2016 Page 1 ID: lhohHggcR5jfhi7ZLg 1 IoUyiKGA-le?e EavZ4 KKYH pewQxZaB W8D_rYx WjMj FJsseMyZ4cX 1- 0-0 6-0-0 10-6-0 15-0-0 20-7-12 1- 0-0 6-0-0 4-6-0 4-6-0 - 5-7-12 Dead Load Defl. = 114 in 5x10 1. 5x4 11 3x8 = 4x6 = 1. 5x4 I 3x8 = 4x6 = 6- 0-0 10-6-0 15-0-0 20-7-12 6- 0-0 4-6-0 4-6-0 5-7-12 Plate Offsets (X,Y)-- 2:0-8-0 0-0-101 [3:0-5-0 0-1-111 5 0-5-0 0-1-11][6 0-0-0 0-1-0] LOADING ( psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.16 9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) 0.39 9-10 632 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 Matrix-MSH Wind(LL) 0.16 9 999 360 Weight: 90 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 52: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 6 = 1517/0-3-12 (min.0-1-13) 2 = 1571/0-8-0 (min.0-1-14) Max Horz 2 = 58(LC 8) Max Uplift 6 = 397(LC 9) 2 = 403(LC 8) Max Grav 6 = 1517(LC 1) 2 = 1571(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3189/788, 3-17=-3680/1015, 17- 18=-3680/1015, 4-18=-3680/1015, 4- 19=-3680/1015, 19-20=-3680/1015, 5- 20=-3680/1015, 5-6=-3197/843 BOT CHORD 2- 10=-676/2875, 10-21=-674/2899, 21- 22=-674/2899, 9-22=-674/2899, 8- 9=-722/2901, 8-23=-722/2901, 7- 23=-722/2901, 6-7=-724/2878 WEBS 3- 10=0/482, 3-9=-309/977, 4-9=-616/369, 5- 9=-251 /976, 5-7=0/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. II; Exp C, Eric!., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DGL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint( s) except Qt=1b) 6=397, 2=403. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Ib down and 106 lb up at 7-0-12, 95 lb down and 106 Ib up at 9-0-12, 95 lb down and 106 lb up at 10-6-6, 95 lb down and 106 lb up at 11-11-4, and 95 lb down and 106 lb up at 13-11-4, and 72 lb down and 112 lb up at 15-0-0 on top chord, and 285 lb down and 66 lb up at 6-0-0, 69 lb down at 7-0-12, 69 lb down at 9- 0-12, 69 lb down at 10-6-6, 69 Ito down at 11-11-4, and 69 lb down at 13-11-4, and 285 lb down and 66 lb up at 15-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 11-14=-20 Concentrated Loads (lb) Vert: 5=-43(B) 8=-58(B) 1 0=-285(B) 4=-95(B) 9=- 58(B)7=-285(B)17=-95(8)18=-95(B)19=-95(B) 20=- 95(B) 21 =-58(B) 22=-58(B) 23=-58(B) d aw-rl @er IJ, hr 4 IOC 'EUS tEr EfEla TENS JWIO} M N[—wi1 }IK m'A4}ri r ' r ne d. E n It, Im,N S l 'q IN Wes, L-1 t 91, bl rwe Jr dfer.is it'd h tril: n 4ittnre- l l et n IN v4 ,fd r g r annerl S1 dhEpll 1e d r66 e a u n aw n i ry g } s&!"Wr6 de amr -11 I lint o4e W 71 b e a s }eu .Idag In } e Miry Anthony T. Tombo 111, P.E. Zt-c da f tglf. t } h n o .mei w0 e f , h Id i q . } I t( lu d Bl6 } xkuel% tr eg IaU.P d II W ad} g ox y, i A u } hllD<ler.4-10Ad « 60083 1Gildy6g1axitwto [ ere re¢ W'drn I 4 } ,sshhx m tfil "'!"idf i t HI t fWq dg a .IN l trte, iN ra;,ara tines nl does afb. t ss yes {pe G; ,bmr,H.e}Naas lms 4frdemtu aa<ss gg515t. Lucie Blvd. 34946 x}., w seas v.b>rebenm uqe d.,uf.mm}t}on„e. munef trek ,gs genr -s }Jr trn oerq,,, <im,r,se f. t rae}. ul enna ,ar feosdn e ar't 1. Fort Pierce, FL Blvd. Upynght C 2016 A I RaoiTusses-Anlhmi.lumbIll, PE. Repmduaionof this doamni, n onylo isprohhiled'uthoul IN.rift, serrotiss'onhomA-i RooETro- Anthonyl. Tombo III, P.E. Job Truss Truss Type Qty Ply HOMES / SEAGATE v4 A0036082 XR5SG4D9 CJ1 Corner Jack 10 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:12 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-le?eEavZ4KKYHpewQxZaBWBM?rjpWoAjFJsseMyZ4cX 1-0-0 0-11-11 1-0-0 0-11-11 0-4-0 0-4-0 ' 2x4 0-11-11 0-7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hcrc(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 24/Mechanical 4 = 37/Mechanical 2 = 198/0-3-8 (min. 0-1-8) Max Harz 2 = 35(LC 8) Max Uplift 3 = 24(LC 1) 4 = 37(LC 1) 2 = 109(LC 8) Max Grav 3 = 22(LC 8) 4 = 33(LC 8) 2 = 198(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=109. LOAD CASE(S) Standard Haaaq ghsu!Mre,gili rt+i!. Hr'A"11CCf 11OS%CSEEtI1- CEA111:111AS 6 V.6 Lvg. —dss ed r+el totes x *Otuis Disip [it" [Tfl, ed t Anh+at r. T.oi. o, 7 it Id—! Shen W,r— No, at-iu s19d. th l;d, 141 w1<rmecrg e:sla .s l n t Dole dot As.IrvssOilgt pa g.- pcarctryi .r.d ud MTV u.smn c 's-0a::btn,gc.dule.c,rtsutin Anthony T. Tombo 111, P.E. tod . s' d h! T'.' 4, , Wlrq N A .... pn Agof I. Oa.u, Cx 3.an, WlndgW«fie WE" 01..i.Cx+.sttINIts, n!U"N1.1 Whigmk W IN nd rhagln ddIWTDOuraldd16rnu ind Gag .«dry, skrrye.'koro bang dell cd bau hrtsgaddlard »80083 mwttap a e:aknrtRlmecutWunecamMp , aparsri.IG«gA gnnrhh ntwlnpelieleliriPoniStU arW«dxg.e.tAgtWn qi(a,gru6ndilandlnadq.InsOesp.l,,esn..i.srcWlmsYetmr«,xks, 4451 St. Lucie Blvd, M.i,.kli,.i-,+ e0.hatq .leCab.+deq lg dl ryYe; ind!ef lEe Enss CeupFsgitm ispor de galfago.np, .- t ss tgdra;ape..r t., nd<:.g. ul apdturdums n.nddud i. r.'FL Fort fierce, FL 34946 opp iphl 'C 1016 A"IReof Lasses Aothonyl. lambs 111, P.I. Reptsildion of tlis doomtnt,io.nyfam. is pmhihiled withal The wrifleo penlissiaa from A -I Roof losses-Amheay l.lanho lll, P.E. Job Truss Truss Type Qty Ply HOMES / SEAGATE V4 A0036083 XR5SG4D9 CJ3 Corner Jack 7 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:13 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-EgYOSwwBreSPuzD6zf5pjkgXIF4BFFQsUzbQAoyZ4cW 2-11-11 2x4 = 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 18710-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 60(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1Oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard aaomq tlsou naa l,ierzeie.n,'7-I 100E MUSSESISEEIEI" CENEU, III ME I COI3111 } CUSTOM,'TUV', IIX IWILED4MENT' 1— Sam aq,—da,air,el,dssxnl,/,uss Ony,6,arx„M15%aer- 1Ra11. Teak' UI, I,E. lderear ism 41", Sc Udn,—w saveon 0, 1UO."I I ' V6..'aa i11." nTOO bSf'ea.ss 1 s)ey a i mnEg1 nt d ,1pp o w ,Ire dmwd - 1„gaarq«,1,esnla«m,n,er:an=;«y«lassern,e„hTo d r u nas sl rmaJwagr in< su tllmr Anthcny T. Tombo III, P.E. m' Sr 0M ,f 1w10'mo,la,l 'rddW)'-t.1-•'Al n"'11.aNW0.1e -a"N 0t' lILn.IV mI ,WWIwk ITffl ll,gen101kDO"IayC«e+„rm, ne'm'llf q I h11m nf[ -1[II r fiW sW,,fa80083 neAl d, „ daneTOOmlmu5Wpwsnn IUbgt I ,.adr6,xrmm lar llshe,ll sul e,rfa,aHfag«e,dl,eu r>t1 rtu,nyre,Sen,M1m«,mene,dm,i ,,,«:E,a. -,,p,: .,r,awTm,M t,ror..;w,: 44515t Lucie Bled. mm,so-«up, Fq,,,1,[nrn•Iduogo„q,,,..'nssSnwaawadnllakxl. ia,gmr,«ema,.,,:1-,W"I.nI Fort Pierce, FL 34946 o9yiighIC 2016A-I Reelimsses Anthony l.lomlo Ol. N. Repealonieo aRhis dommen6 is onyfmn. is peahihiled withool the w,ia,npmmission hem A -I Roollmsees Anthonyl. lomho Ol, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036084 XR5SG4D9 CJ3A Corner Jack Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:14 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-i06OfGxpcxaGW7olXMc2GxDiafOq_ig?idLziEyZ4cV 2-7-7 r 2-7-7 m eV 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,15 Vert(TL) 0.01 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 Matrix -MP Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 102/0-3-12 (min.0-1-8) 2 = 68/Mechanical 3 = 35/Mechanical Max Horz 1 = 46(LC 12) Max Uplift 1 = 17(LC 12) 2 = 43(LC 12) Max Grav 1 = 102(LC 1) 2 = 68(LC 1) 3 = 48(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=10ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard daaagElrsu Aaargisl rtercxfle"kl 1OOE AUSSECHILEr" CEDEIItTE1MS S IODEAS(USTOM j rFir; IrWeLEO6kiNrlore.Wdt N!yr?rrtarten Wrtdvrl:sa IN, Insc Fuji 1—nfIFi Wrc2 A01"tI.uahtll,kllW".,.nen W. ae. ;Idns ovtC' nada A, NO' Doty wrna,«mlaa:Wtx dlamreoo rde::e :our. v iraraanEgi.nvdonmlmcttorrtmtrrauyna,rts,pdmm>lryarngragenselimlane adr,n elrts:lepatrr,nmhdl,m:rmt.ntea!wrttmleat,lrringrrdnrrt,:useil AnthonyT.Tombo111,P.E. cdnr d Lh,"en,la e`f wjog- t pruhlindlk Ovm.Yx hvtt ak N gre utv 6dl§gO pe iv ee n 00. 11CO3 IV wm rIk.WjWew1h-I Rr rtrnd Ike C dev. neli.sr d W Tess g, "t,d Iq slag.' Wit WWu.1,111 le,$ mp Wd hd « 80083 Re pgtlugOrngre nl EooxrGn Rll vpe,!nMkmr'GOWkr Erwlm WgWel'rs 1.kr I." ]tot dsdve lxa or HSO piIiWllt lfl WSl[n ere rdarad fx gtetrdQW r%Ilk,kr ru acrlMesWreudt4rkns Cesipa. ins On*El- al I— MudWvra, Wtss 4451 St, Lucie Blvd. gM. isr Wir,l otrCrax eaedgcaeeMagN dl Mes inrkel. Ihelnss Clip Epren is MOT Br Nilfaeg Ot.a mip,Tess snke;skeed rm Mkkg. Atf 11'wwaMk., T'L Fort Pierce, FL 34946 opysighhD 1O16A Ipeof Lusses Anthony]. lomin ill, P.E. Qepmdotlion of this iorvmeot, in eny farm, is piohibiled xilhool the written ptvmis+ion from A 11no1Lasses- Anthony I. lomgo ill, P.E. Job Truss Truss Type Qty HOMES /SEAGATE v4 XR5SG4D9 CJ5 Corner Jack 7 Ply FRYAN A0036085' ob Reference (optional) 1uu—uuIII 1-0-0 Nun: a.uzu s Sep 13 Zu16 rnnt: 6.uzu s Sep 13 2u16 MI I ek Industries, Inc. Wed Sep 28 14:52:14 2016 Page 1 I D: UumEBPzOXoku WJ2P5 W?E2TyuP1 h-i06OfGxpcxaG W7olXMc2GxDdQfKc_ig?idLzi EyZ4cV 4-11-11 4-11-11 4 N 4 2x4 - 4-11-11 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 931 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.08 4-7 779 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 103(LC 12) Max Uplift 3 = 78(LC 12) 2 = 66(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=10f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 4-10-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard dnwmy fl rk1 ;ill rteiex tk't. IOCf 111M 'S[[frI"y te11I1: M116111111W 111111 .IRI; IIX1:]a'lEC6Nrtl" 11a.runt6vrrpawn.airedrdmn eus Lon deirr [xeanS ttD'u; nl n, Ago, T. rah el,,,. Rd .st, .o tdnt.;r ]less ft"i" snel on A, Rid. wdr 41T6 ane,tre pet skit'n n W tl T p 1 er n4 As, t e ) B"r fir, SKrdtr E qin her 11 x,v Teb p n -ah.t d 1h Nd ,p 1 q rrs{en; lit n Ix ne Geye 0 n - ;le Tr I r net.,. nt MO d r L Tlt'mp le I'do; la: .w ddiry Anthony T. Tornb80083 III, P.E. 1, qD I twine 11 r nd'AOera.ge]wnrt 11 h;MlrtAeWIN1 r .ir:z dtielk.rlu 1-.IhilAe;lode:siThl.ReopnnlIgeip9rtntntllsrl:tien, mM1ltganrq r'.a'dl,wnikr-r[ Mer.gn,ilind :800834P .r,96 g, raa. ,y AI N rn R, of n/m rraaee ail yuklur nn HildgA rnrn Swrh ltu n ,t(SA pdIiAJir l?I IfNA ere dwrahfx;nerd lr dor r?Itihm dr rran, lilacs nl lrt e;dtlrt rer weupn...r Jnqu.nNee4artnx, ak:: 4451 Sc. Lucie Blvd. ZEoM+Isr, Irhned et r Armen beef 1,cu h ama; Fy d11sd,, mH,ef. @r rnss 4up rgirex is A.)I M fdilag scans, u Tnss Sntm.'c;inrn d rq IdN:G. A;I rgnden lnas pe n kfun d T?I 1. Repedorti000f this domnent, is any [aim. is probibiled withoorthe wrdlenpelmission hen A i Roof]lossesAnthonyl. lombo 111;R.1. Fort Pierce, FL 34946 Job Truss Tuss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036086 XR5SG4Dg CJ5A Corner Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:b2:1S 20115 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-ADgmtcyRNFi78HNV547Ho9mnl3fvj9w9xH4XEgyZ4cU 4-7-7 3x4 4-7-7 4-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 3-6 926 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.06 3-6 934 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix -MP Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 18210-3-12 (min.0-1-8) 2 = 122/Mechanical 3 = 60/Mechanicai Max Herz 1 = 82(LC 12) Max Uplift 1 = 33(LC 12) 2 = 78(LC 12) Max Grav 1 = 182(LC 1) 2 = 122(LC 1) 3 = 85(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 4-2-6, Exterior(2) 4-2-6 to 4-6-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard drnmr N:osr tYmrgi!f rnirw IN'1I IOCi 1tGSSd SftlEd",i UEh[tdiiEt9S I(0109119(11STOM irmin trAoclD6pier 1'.. Yerm hill. pt-iri. tnee ridestonistruss keige r,—,;fTUG;:e,.lneWin, T. Lnh at, 1r.td,reme ten itim..ddeu m-1,"Aid . ne TO xdy wrd n 3 pmessld dfuller 0dN dM o I )e psgrwile. tcdryEgi,rf n e tTGUteorsewslt -sem dti pd -IIlli lAlrlgeesoihninn Oily 0Itiep T tpddi,n o All!:az'!P11 T+ evg smgon:l "lit; da s aiy Anthony T. Tornbo tit, P.E. wd nedGSs irrattt M wild t: r 'Tyd ne Oxm, ne 3'•mr, w hanj qw u N dnll qC ota r*u* da tI lu 1 i !ml koing wh ad l, TN1. 5, glnf at TGG i : d lfu vnAd"dwkq. elm'sidlt,eW kro.q A'11 kill, r.spuNlN' d '80083 ntpill:OrnpwtNiaaYedm All answtit uthTIDamtr resOpiti wn lilagl, t wSdrn:nrnn3611.wd tetrT'f Silt ere k-iffkgtksdpl tn1eF.,e,n.r,,,aGAaml,swdaiudurittt.t;igex.T—Gesrp&quwrW1.,Meedeaw.v,mtss 44515t. Lucie Blvd. ww.ise idwd;r a ( rmwi q .eaa a w,axq 1q m gtir imd,l,l Tte une or,iytupeex is daT ne Nilfet7 Gl,un.. w nrss s,snr:epcea d m Hdneq. ul mrml l,d mw: wr er coke r 1. Fort Pierce, FL 34946 opyiighl t016 A -I ReolLasses Anthony l.lambo ill. P.t. Repiadmtion of this dommeet,io oily form. without1e waen perm is pmhibiled hnission ham A -I Roof Tonnes Anthony T.tomhalll,P.E Job Truss Truss Type Qty Ply HOMES / SEAGATE v4 A0036087 XR5SG4D9 D01 Common Supported Gable 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:16 2016 Page 1 I D: UumEBPzQXokuwJ2P5W? E2TyuP 1 h-ePE94yy38Zr_IRyhfne W LM 125T6iSbtlAxg4n7yZ4cT 1-0-0 7-0-0 14-0-0 15-0-0 , 1-0-0 ' 7-0-0 7-0-0 1-0-0 5.00 12 3 2 4x4 = 7 ST3 ST2 T2 Jam. _ STi ia: ...._..._ .. -. J 3x4 :::: 14 13 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-0. lb) - Max Horz 2= -53(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-115/252, 3-14=-163/279, 6-11=-115/252, 7-10=-163/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1Oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-0-0, Exterior(2) 3-0-0 to 7-0-0, Corner(3) 7-0-0 to 11-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 12 11 10 14-0-0 1400 DEFL. in loc) I/deft L/d Vert(LL) 0.00 8 n/r 120 Vert(TL) 0.00 9 n/r 120 Horz(TL) 0.00 8 n/a n/a 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. LOAD CASE(S) Standard 9 Io 3x4 PLATES GRIP MT20 244/190 Weight: 60 lb FT = 20% aahag.rrt;t lhreq At mrzr nt'RI P:lr itaSSE'.;lL(tFl`ofALflt ".tk; g;'-tUa rtl EUiik ta.ir, glgMf,'Q;Uk1 a».. !er.l!te: Pg¢rx.,:nsae tN :r een,l+ss: g w.:L; mi ne ta:eeq l.lea.M III.PL.Idrtne S4etlaxe rse. Veltttrne+.e :u Ha M!La ro/ tuvtua pn ! sN'a et 10[ to x5t s al s o<. .c{i Sg ielk Eprt ! n. ct [ p antgln 12rt ted ng t tp a:m' at a iat sngn Lrs, ltt nH vs ne lCO n. w. Nn-.. teat:gttss.rra, wal:aca ins. scat NGry Anthony T. Tcmbc Iil, P.E. i e{i t sEx u. a:iaeg sne swe h!. el la, eer n C t m 1 getlx tse Ilcq) them I9 Se IC rt 14 sdn n li?a g,tte as nl tet a Isn T7Wa+nellw dne i+ss :sNHr.WI g.. sg_lsniaue nl4x,u sltll&ne egeesih;ld « 80083 nd gaw a era i n I a,11P ngrey A94Hana4,Hieg m.W'n K k.pihssmt n !g1 ,kxsrtlugeee•dJ"hx 1 mer; tth..,# ,Igauis.,Sd.tli.t;higf...I..,k!. fgihgu:ntih—A .-3 445' St. Lurie Blvd. p opriit61 i0201AA-1 loci lmsses Anlhoayl.iomha111:P.E. Itprodaaion et this dommeay ihsay tom: is xitlom thevitten pttmissioa ham A i toot lmsses- hd.ay 1. Toelo Ill. P.E. fort Pierce. FL 34946 Job Truss Truss Type Qty Ply HOMES / SEAGATE v4 A0036088 XR5SG4D9 D02 Common 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:16 2016 F I D:UumEBPzQXokuwJ2 P5 W?E2TyuP 1 h-ePE94yy38Zr_IRyhfne W LM It9TzaSbRIAxg4n7 1-n-n . 7-0-0 , 8-0-0 , 9-6-0 , 11-6-0 1 13-7-12 4x6 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.05 5-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.14 5-14 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Wind(LL) 0.10 5-14 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. Except: 5-4-0 oc bracing: 3-4 BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, inLaccordancewithStabilizerInstallationguide. REACTIONS. (lb/size) 4 = 523/0-3-12 (min.0-1-8) 2 = 629/0-8-0 (min. 0-1-8) Max Horz 2 = 65(LC 12) Max Uplift 4 = 123(LC 13) 2 = 164(LC 12) Max Grav 4 = 523(LC 1) 2 = 629(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-795/606, 3-18=-719/620, 3-19=-702/600, 4-19=-792/587 BOT CHORD 2-5=-381/664, 4-5=-381/664 WEBS 3-5=-19/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 13-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=123, 2=164. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 2-1-12 Dead Load Defl. = 1/16 in 4x4 = PLATES GRIP MT20 244/190 Weight: 67 lb FT = 20% Nern:q Hesse neraegi1, rsma ne'11 tOOF!pJSSESI SE [ir, 6E,iaJ! iE1NS S:OIOrIICrS NSiON I^d17E1'; i(KOW1, ]607lain. rwm hsip eam,dn me r:aa men a nil Nn , asp feewigt'0l; nt M adManr i. i,ah fli i E. himr ih nst'fate/ m he IM: amp lnl dd wra:we lr s:lentau<Knrn.raoulerr a..;.lrysscenp eHp.e-sprmrrE,qr,ee;ne:emoe,ytotryre,en,a,.<refmr,mrvmmn:Ha<!:q.ew greepesmm tonhe hsu,drsto,1!sshpdete,nemosdl,.,e,riu.Here,cnsmgea.:netrgeeetaa.,,,tlrlry AnthenyT.Tomboli[,P.E. mti.0 d on, 'rn,!w my WO., ,ner,ps oydit, 0—a,7.Krswhdtdgm,r n, umrr s spe. n zm. d 14 Irc Is lu r$.i i kliq ruh ui ire gpnebo,dmr„line,=n, I—mkim,rmtrq,dwgemsmlm K me Iremr,&dl be me re+ravhwr d »80083 nswlariosr,aer,d( a,k,d,sales,...r,a.ne¢oeetl»imwe,ipredi,sxnt ageop,an>mmar><u Nsgtrsktirt4dSui+enweuutxg,eerdpeae.relte^ac;fete;;cmnaaaseNlnzdu,irn,uurex.insshes p'eiie,erWlrecsNaaemx,ahss 4451SI.Lucie Blvd. S m..11 hhal x,(dW p0 m-,.nnq hq,d(mir oll"i err.,:Ills, bqi Fort Pierce, FL 34946 Repallittion of this komeetin erry form, is polhibited without (he wirtmipennissiors hem A -I Roof Losses- Amhooyl.lomholl6R.E. Job Truss Truss Type Qty Ply HOMES/ SEAGATE v4XR5SG4D9D03HalfHipIA0036089b RYAN Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:17 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-6boXlHzhvszrNaXtCV91uar7EsLhBtcSObZdJZyZ4cS 10 6-8-7 9-4-0 13-7-12 1- 0-- 0-0 6-8-7 2-7-9 4-3-12 3x4 = 3x4 II Dead Load Defl. = 1/16 in 6 4x4 = 1.5x4 I I 6x6 = 4-11-14 4-11-14 13-7-12 8-7-14 Plate Offsets (X,Y)-- 4:0-2-0 0-2-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.06 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1_25 BC 0.46 Vert(TL) 0.15 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.05 7-10 999 360 Weight: 63 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 VVESS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. rMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in iaccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 619/0-8-0 (min.0-1-8) 6 = 521/0-3-12 (min. 0-1-8) Max Horz 2 = 184(LC 12) Max Uplift 2 = 155(LC 12) 6 = 137(LC 9) Max Grav 2 = 619(LC 1) 6 = 521(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-838/446, 3-11=-713/459 BOT CHORD 2-7=-604/718, 6-7=-604/718 WEBS 3-7=0/289, 3-6=-733/622 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 13-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=155, 6=137. LOAD CASE(S) Standard Xaercq P ik q,Y,"i+.'IOL' IJSS3 "SE..EE ,E6(n:1EIMS5 YDIIIDAS NSiDM .I+EI ,r I N.."OGY 4-1 lam Yerh arvq, ar ,nd reed meson-, Le,c D, j Rr q?DD; adt. An ,y F. hos, A( .: W,r SDeei Wr, nr hin, 4—s,:Medm lelW,,rdy M'el naerw sx Au o n TDD111 ma s I 6esiq 5.a ( r mn.,q, nes It --06 ,m argar do Vid g„erq uspn l'h nrn eradn -qle 1—d,ydd ,n, mD r rtrr dd,:a o,mognas Ind" ,Dr satin Anthony T. Tombo Ili, P.E. ad n, m'x insl WW i I i A"n0 0 ned s n u d geno crt IN q o I. ltt elp 1-. n:q c de,d lPl Ih, apm I qne n7M,a,ddnw'n, Inn ,id qwu ,A nrq b.'mlr oa oar N,mgskell .! spe FNJI',I « 80083n,41JogD, q. 1 .orn 11 a , ,xnne 4 nin Tau a1y ed a nn I !aesl I ni.=. n t(A rurl e, T. dice e 0x "fxgra 0ph . falIhh-n,r:,, Afl-aek*;0nrr.,s rspa. n;,Oq.iara .4T.sYedemrx rdest 4451 St Lucie Blvd. snn.s,mr.,.aa„cm ec ye d-„w,w:nmg Aq ml un,.am,d. nee s,D.,aE,r „r.A l ar Ea dasg D.;:g,e. .. sq,In.o, ae aa, Adk:q. ul rxa ,emA,.,n!nd i. r?I I. fort Pierce, Lucie 34446 epy,ighic 1016A IRoolimses Anthony l.ldmhs llh P.t. Rap, atiam of this aommem, in any fei..is pi ohibilea without the wrinen pe,.imiaa frem A-1 lad 1,nss,s .Antfionyl. 1who 111, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4D9 D04 Half Hip 1 A0036090 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:17 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-6boXlHzhvszrNaXtCV91uar6bsLdBtaSObZdJZyZ4cS 1-0-0, 6-8-7 11-4-0 13-7-12Lit 6-8-7 4-7-9 22 1 0 3x4 = 3x4 = 44 = 1.5x4 11 5x6 = Dead Load Defl. = 1/16 in 6-8-7 13-7-12 6-8-7 6-11-5 Plate Offsets (X Y)-- [4:0-2-0 0-2-11], [5:Edge 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.15 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.05 7-10 >999 360 Weight: 65 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in j accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 619/0-8-0 (min. 0-1-8) 6 = 52110-3-12 (min. 0-1-8) Max Horz 2 = 220(LC 12) Max Uplift 2 = 150(LC 12) 6 = 155(LC 12) Max Grav 2 = 619(LC 1) 6 = 521(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-836/401, 3-11=-710/414 BOT CHORD 2-7=-625/716, 6-7=-625/716 WEBS 3-7=0/290, 3-6=-735/641 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 13-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=150, 6=155. LOAD CASE(S) Standard warm xe±u a ,rghh ±+.• tlr'tI lec; 111AS If R rustaw, gym'; unmr aga7r Imr ram a P unaaa d d ran . m, trus a y &rexgilg) d ee ldat t. Tralr M,?.: Id.- k t war n - baess d -w sand n de 1DO, r* Wtd amra aloes sadl:a villa ne iJDputdd uerms@sip ageeali.e-Staidly Equrel, le serincnID6ienesatsaaa}vc An±I;aesi±nl ognaur rsierlldnhee enipavr¢e l:ns lrliaen M1±IDC xh::Krtr fAl. fl±desnswpens:IMtq mlrnt sntrJila{ Antheny T. Tombo III, P.E. and nedn 1., In my kyr h rndsha d ri0,rra the 0.nr rte -d gn 6!Wk., ue t 4'. ,dNX r.,±dceIR last bdl9y tiled IN I.[hrrlwr±a d Ike Tn±d an±ell rse rlk 1-.addag im¢Iy, srxrpa arhfland kmugskrll ON rrynsi6nr a w 80083 teWlaa gesp±rut(±rwndlrae.rtrahtlI: dRraalnslgder rhII6yiarrrr9Saa!IWr.I(RjO,Idlrtr'Sutenrdt—dlaSIfulnn.r+Ill±h.ushrnps,kfln.dW.ataslmcoecryw.-ros,onynsg:nadrmswnaoona,aR,i 4451St.LucieBlvd. A- ise laird 4. erraan ge.l annlwraal 1, ill jvt -ewht Irrtns 0±; In mr rest-s ROI @r HilSoq pesigv. a rrss Slften:rwlun do+Idnel. Rllrngtd dtaas roe es l±5nd'r 1'l1. Port Pierce, FL 34946 opylight0? 0I6A1Re0iBasses lnideny l.lomho.II. P.E. Repiiwoo of Ibis dorrimeat,I. oAy torn, is plohihiled witheanhe written permission from A-1 Pool Losses Anthonyl.lumha111,1`1 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036091 XR5SG4D9 D05 Half Hip 1 1 Jab Reference (option 1 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:18 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-aoMvVd_KgA5h?k53mCg?QnOFCGhlwJQbdFJBr?yZ4cR 1-0-Q 6-8-7 13-4-0 13T7T12 1-0-0 6-8-7 6-7-9 0-`3,12 3x4 11 4 mm 0 4x4 = 1.5x4 II 6x6 = Dead Load Defl. = 1 /16 in 6-8-7 6-8-7 13-7-12 6-11-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.06 5-6 999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) 0.16 5-6 999 180 BOLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.05 6-9 999 360 Weight: 66 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 618/0-8-0 (min.0-1-8) 5 = 522/0-3-12 (min.0-1-8) Max Horz 2 = 258(LC 12) Max Uplift 2 = 138(LC 12) 5 = 202(LC 12) Max Grav 2 = 618(LC 1) 5 = 522(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-841/347, 3-10=-715/361, 4-5=-169/348 BOT CHORD 2-6=-715/721, 5-6=-715/721 WEBS 3-6=0/292, 3-5=-760/746 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 13-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=138, 5=202. LOAD CASE(S) Standard Ar++q 'L•ru nxa.liil rene. n, '!: iCCi `H1SS:Si"{!iEl';iE/Eili iEIMS 5::;?GfllCf; CUSiCN E !EPj ltKli,iCE,u,-Tr 6m. inry hun emurls+ w rtd rM+a nis ln,+ksiSr Gr.:y(iD3; ni ro Fm+,+I I. iwh iil, .' <.Idnexr >;+M Idxe ne. Ude,+mwxiu mhl r Oe i[d. wi Wier ase!a n IrC .eMn C e did - I s3eSpx,me Spc3n fyx to d - 1D6 ep sed,. pnae dliexdn,nal e,gnniq uspesnldm Mne enT 0. mil, T.-OlOd-k Ti W.-r it.l ll uqm-p-b,lig Ic s:o"I" Anthony T. Tomt10 iil, P.E. ad+d +I /qlf t , x C sal 'adl'd pn n Itp p -.a. .ad IR elx [- I,d Ml6ry cdeW to 1. Ile qpe ddRe Tol i di es, r M'n„mA., iq, ,wq cw-wwv"'11kl e'W.kJpd «80083 n+uu:,oe pn I ... n I1 rn n [ In pear nlp uT do 1 aqu r a n4,u m uslwsrla ,irwsua ,M.anhrpeeerdpe+,v MIWre,nere,;smaine:wine,dn,t,,,,,px.'r,;,hr*zn rar 41., damrw.d<c, 44515t. Lucie Blvd. U., ul+.reac,doc,.p,w a romp„ llrere,%'k,i.Irei ,o.c, Egt.n,171%kdf o,+pu„a lnsSj,tWo,.r.<HwWpnaiq. allgftluenrw:weorf.Me 1,r>I1. Fort Pierce, FL 34946 opyiighl d i016 A-IR:o(Lussesimpeny l.loahaill, P.E. Reprcduttian al t6isloTumen6 in any fmm, is piohihiled without the writlen pemiissioa f!emA-I iootLusstt-dMhony 1. lonho lll; F.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036092 XR5SG4D9 E03 Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:19 2016 Page 1 I D:I hoh HggcR5jfhi7ZLg 1 IoUyi KGA-2_wH iz?yQU DYcugGKwCEz?wYJgzpfyCksv2kNSyZ4cQ 1-0-0 3-0-0 6-0-0 1-0-0 3-0-0 3-0-0 4x4 = 3x4 = 1.5x4 11 Dead Load Defl. = 1/8 in 040-4-01 3-0-0 2-8-0 6-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 6 907 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) 0.23 6 308 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix MP Wind(LL) 0.13 6 536 360 Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MidTekrecommendsthatStabilizersandrequired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 252/0-3-8 (min. 0-1-8) 2 = 333/0-3-8 (min. 0-1-8) Max Horz 2 = 92(LC 8) Max Uplift 5 = 120(LC 5) 2 = 148(LC 4) Max Grav 5 = 253(LC 35) 2 = 333(1-C 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=120, 2=148. _ 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 144 lb up at 3-0-0, and 55 lb down and 64 lb up at 5-0-12 on top chord, and 57 lb down and 15 lb up at 3-0-0, and 19 lb down at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-1 1 (B) 6=-1 1 (B) 12=-1 7(B) 13=-19(B) N,rnmo fla Itna 911 t tl ..... a 100(MUSE^' 111 pEd iFLISd lOND11]PS lUSiOl1 lttl l(rF7W 6Ill'I"t ierme 'pP N 1 M tL ,Lo,s Qt pG .egg l6 ,nl rr Adh y[i 1 kl. -Id `.Anl ldw laiend,trn grd tk IDD,,* µ1Td ne<eu tne. dlr..,:dl rtdTorohWin. 4,, rrat D,tip tri a. slerwnr ktgm,tr ie sed,n ary mDr.pntdc,n.taP ut.dtl.;sdnuu,l<f n r Pt,:n,nwn,t ettsd'k,tgie Tnss dyfHtd nn At m w,,:,mn rrluot _Ta d pls-phos fmg ad„:oh Anthony T. Tombo 111, P.E. zt o 1 hnld 'S4 ,y,uviindt"0 4x],tt,dt'dgdartlW&I!<,i,fe A0hzR,,l'If IroIH;IM'Idagcde.TTilTNiOpd0IllTD d,,,nld rHendiedf.g. gnerryhllm,pdkgskd{uYer:,ru,ItUrd „«"80083 p1d D N.mxwn { Imlcv to lk CD d.jr—,d pklns Ohlh0g(1-1,un 5doy hw 1rSDp<dosyl lr TPl WSW tre rdn dfi 5 erd lndn r Idn,tsa r x rl t:add r dti, IIa:,:tlnn.i •to,gn, g, wTrns u,ra, ,dos 44515t. Lucie Blvd. rltrw s,klin.lN, f d'i. 7e9vr",.mgtl41.1t;i,ta,d, all lq ten isa7t tle wlikg o„iy, o lass, I t vtrewtt±Nili'eq. 1n ©ry6d-.durr..s ue cs att', t?I t. Fort Pierce, FL 34946 opytighlC^;016AIRn.[Tmic Anthenyl. lomhoill.P.E. Reproduamnollhisdommeni,inonyfarm.isprohihiled•aithoalthewrineapetmissiaohomA-1RooILus5e5 Anthonyllomhnlll;P.E Job Truss Truss Type QtY PlyJRYAN HOMES / SEAGATE v4 XR5SG4D9 E04 Half Hip 1 A0036093 b Reference (optional) I Root Trusses, Fort Pierce, FL 34y4o, oeslgnLartruss.com Nun: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:19 2016 Page 1 I D:Ihoh HggcR5jfhi7ZLg 1 IoUyi KGA-2_wHiz?yQU DYcugGKwCEz?wN Ug3Sfyvksv2kNSyZ4cQ 1-0-0 5-0-0 1-0-0 5-0-0 IN 3x4 = 4x6 = 3x4 = 3x3 11 Q 4-Q 4-0 5-0-0 4-8-0 6-0-0 1-0-0 Plate Offsets (X Y)-- 3:0-2-0 0-2-11] [4:Edge 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.02 5-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) 0.05 5-10 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.03 5-10 999 360 Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. ( lb/size) 5 = 211/0-3-8 (min.0-1-8) 2 = 317/0-3-8 (min.0-1-8) Max Horz 2 = 144(LC 12) Max Uplift 5 = 124(LC 12) 2 = 132(LC 12) Max Grav 5 = 211(LC 1) 2 = 317(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4- 5=-170/295 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope) and C-C Corner(3) -1-0-0 to 3-2-6, Exterior(2) 3- 2-6 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uplift at joint( s) except Qt=lb) 5=124, 2=132. LOAD CASE(S) Standard Wunmq 11 is r3l,r•,i,x8 IC9 ZUSS:SI Ettr-'t1111ALTE1MS1 E0011101SNSTOM .4Mr;I lord Yenlr4tpi.ftsWrea,gesaltntnst a,nr.&eKvgtlUU, Win Atlnony Ciwh V1, ld"ei4m, khre n,. Jeless_""!aWet at tl, In, ' wlet aruru pMt'411 Sri 1" tl.Oa 145 ns Itgweel gaaYrtg 7 it my TOG a rttt ran 6..d ',egi rl ie:Mm tx N inwr d n, -ilea t(adu'k TD al 71,ledm {Aa,1d.4 to iIdii" Ars,d» ssfa t.FP, i.. sr si Tna o ne9a alA ir,1 •tt!6nlii g xr A KraIH 1.IM; Wk cd'01.tF,l I ]7 edo <II .tl .Ih Anthony T.80083 III, P. E. i ila+ i : ri 1'hllmcait-sEllxt s{atTinrl «80083 1 WrimOsg 1ndlna1tCOInpoSdywWlWnlIibgt { r nines m NSI', {utr llo{t al SNz are,py itx g,e,rd i, ler 1fl-lr M1tt,ren; ttlm,, ul lnrban 1 cs e g,e r, Destgi. g e, wlruss NU Tornrx..d,ss vkr;:,i l.a»etr,rcx d.r. roo „al aaa, m,l„e in oss b.: -. :r ; q W7,Id-•,d l,rWsr,asd:ba_p r?tt 4451 Se. Lucie Blvd. z I ,zr+rns tJr ekif Gn ar -ss I .r r. ul ,Mdt-F. ul Fort Pierce, FL 34946 opyl fight . ?016 A I Rcoi Tmsses - Anihany l tomha ilh P t. Rep¢dud;an of this dommant, in any[.,., is phibded wilhad the wrinen pelmrssian ham A l Roof busses - Anthony 1. lombo lli; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036094 XR5SG4D9 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:20 2016 Page 1 I D: ag pjYE3xuP8oBi I H6PrSYazz2of-WATfwJ?aBn LPE2 FSudjTVCTh K4 PLOP9u5ZolwuyZ4cP 1-5-0 4-2-3 1-5-0 4-2-3 0-5-11 0 5-11 2x4 = 4-2-3 3-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.02 5 >999 360 Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 62/Mechanical 2 = 201/0-5-12 min. 0-1-8) 4 = 4/Mechanical Max Horz 2 = 102(LC 4) Max Uplift 3 = 61(LC 8) 2 = 104(LC 4) 4 = 11(LC 19) Max Grav 3 = 82(LC 35) 2 = 271(LC 35) 4 = 42(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others), of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=104. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 109 lb up at 1-4-9, and 100 lb down and 109 lb up at 1-4-9 on top chord, and 21 lb down and 65 lb up at 1-4-9, and 21 lb down and 65 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=72(F=36, 13=36) 10=76(F=38, B=38) da,mq m RautWou;d±¢,iex I In, IP165ES SEIIEI>Mlk INSA(CM6nlars(IlSina{Agr;I(KX2W!6GkVtorn.Vn0Amp r—der, nr nae mm a ridstoshsipNmuq;iW;af&.Atlh,nMr.iahMI,PI.Glneu,Shnted,u n,-gdex dkrMa shteea a, IN, nnry Wrhuanm ImosWl4noh rot owe ed. h,I—onlpa,xp,,Spuanhj tr'hsa nm6r,Mr„W,nnn;h ,dm,pdasiu„gauugrnprsaAinl lut,sod*oll,hssf"Mila rDew TM 1, TM a w—ftln,,I'd" taas,ww6m Anthony T. Tombo 111, P.E. sd, sednsr sslmm+wle Ie ; '.I,dwo.wn,l.e:<sme d;m th id; .h:ern,nddwittn,Iu rd.hrniirilipmk,Ntna m,a;Mr ddk-in W.!hdr.admen,,ndr;4W.". nawa,m;shneeit, aya>,ele,d 80083 vwilg6a;sm/ oawa All d,ssn ni,a,mewMRnaa,•lgmli,sr16"(. u>d, h sna;"p4lMdpinoeu Atruitere:Nnsla, 1I'd . 141hh s6,rnac4lnnalln,,aU.I ss.eu;w.lus,6,spEiji .11.s fodux.tln, 4451 St. Lucie Blvd. pMxis, k1iaN, t, Cnbm oqul,%*i,.:Aa; lV dl Vesfa'naeN.%Innsaip.Ai Eis M9f@ehdlagO,sipv.,,TmsS;,tr Egro,mamedl:e;. .Ulrxpali±N tires tiem P.Saru ri 1. Fort Pierce, Ft 34946 opyiightc 2916A €Raaf Lasses Anthem l.lameo ill. PA. Repmdutinn of Ibis demmeel, iM tiny farm, is prohibited wifhom the wnBen petmissioa hem A -I Red busses AnthonyLlembollt P.E. Job Truss Truss Type Qty Ply HOMES / SEAGATE v4 XR5SG4D9 HJ6 Diagonal Hip Girder 2 RYAN A0036095 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 Is Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:21 2016 Page 1 I D: U um EBPzQXokuwJ2 P5W?E2Tyu P 1 h-?N 127fOCy5TGsCgeRKEi2QOp3UeZ7gfl JDXrSKyZ4cO 1-5-0 4-10-11 8-5-1 1r4-10-11 3-6-7 Deae} Load efl. = 3/16 in 0 M N Oe n CV N 4X4 = J 3x4 = 8-5-1 8-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) 0.15 6-9 678 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.33 6-9 306 180 BCLL 0.0 * Rep Stress Incr NO WB 0.18 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.06 6-9 999 360 Weight: 34 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 128/Mechanical 2 = 334/0-10-15 (min. 0-1-8) 6 = 314/Mechanical Max Herz 2 = 134(LC 4) Max Uplift 4 = 101(LC 4) 2 = 116(LC 4) 6 = 38(LC 8) Max Grav 4 = 128(LC 1) 2 = 349(LC 35) 6 = 314(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 0=-522/155, 10-11 =-524/169, 3-11 =-484/168 BOT CHORD 2-13=-220/503, 13-14=-220/503, 14-15=-220/503,6-15=-220/503 WEBS 3-6=-539/236 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=1b) 4=101, 2=116. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 109 lb up at 1-4-9, 74 lb down and 109 lb up at 14-9, 35 lb down and 42 lb up at 4-2-8, 38 lb down and 42 lb up at 4-2-8, and 64 lb down and 87 lb up at 7-0-7, and 67 lb down and 88 lb up at 7-0-7 on top chord, and 21 lb down and 65 lb up at 14-9, 21 lb down and 65 lb up at 1-4-9, 10 lb down and 1 lb up at 4-2-8, 14 lb down at 4-2-8, and 33 lb down at 7-0-7, and 37 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 6-7=-20 Concentrated Loads (lb) Vert: 10=72(F=36, B=36) 12=-84(F=-44, B=-40) 13=76(F=38,8=38)14=-17(F=-9,B=-9) 15=-69(F=-37, B=-33) finnmq tl k--1 it rttlt*lie'l ICCf'tUSSB SflLl E1R1; tEl!!SS iOAClliOlS (S'StCM RI I{CN K lJ64a?I'lea. says it'p,mwnss Ni reef tnma rt,Ltss Cts9tfvewrq{'t'w'anl n:t lni„Vl.iwhIII, r.. Idnemtxnt Wtrt tu. doltssalen se sMelmih Cd worm on sill-14 ISMt Nt IN It f V114 411 TMSsp7yw (j.1, Sr off, q of It Sod ary rC4 tp,esns nnt {h aii yd ligi tR"IfSol lfln fn 1 d -u If1,• rlt l Igntl IS, MID 1 11II. @ a s tna.l d waolipry mdsed"a IN dil I,n l p 'zfh dAeO Lk 0' vs h d poa-fit Id l q - r d,.., nl, n. IR I In.I'eniaet mdem(nl ih epn tl the P iatr veld vo lle.ns mbl q ' q aqe tdln ea mi Mmiet ,t fx trestai wind Anthony T. Tomba lit, R.E. St 4i1dvg0 q, 1 .tau tlmn,3i txh rot [a Im rimrc.xni y^a. kt tsuro 1 laq[ t iNnn bmnna'nShtiliskl tr it W SIG err dn.01. tend pinn. t%Idtl ne, rot re,xnc tilmr;td In es tl ne L.u.es gtm.!i„s Ce,tp iu etu at lrms uuaem x, xJtss + 80083 smn*itt kht.l of t lnhm egttl tys't v non It aO pAt nti ed Iht l n, C.i y fqt.n t l7l roe {nfls7 om,ne, ,, t,t s tq,lem Ee; ern w to ltYt tg eI1 CNld;:,d lxns no n dzLN it In 1. 4451 St Lucie Blvd. Fort Pierce, FL 34946 opylighl lC.016 A I Reol LussesAnlM1nnr l.lamhs ilh P.E. Repindattien of this dommenl, is eny lmm, is pmdihiled wilhonl the wriYen pmmission from A -I Fool Letszs-Anthony l.lonho Ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036096 XR5SG4D9 HP Diagonal Hip Girder 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com Run: 8.020 s 6ep 13 2ulb t nnt: d.uzu s z5ep 13 eulb Mt I ex Inaustnes, Inc. vvea aep zb 14:3z:zz Lulb rage I I D: UumEBPzQXokuwJ2P5W?E2TyuP1 h-TZbQL?l q]Pb7TM Pr?21xbdYO?t24sDcBYtHO_myZ4cN 1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Dead Load Dell. = 1/16 in 2x4 = 1.5x4 11 2x4 = 3x4 = 5-2-9 9-10-1 5-2-9 l 4-7-8 Plate Offsets (X Y)-- 2:Edge 0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,51 Vert(TL) 0.11 6-7 999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.03 7-10 999 360 Weight: 41 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 140/Mechanical 2 = 408/0-10-15 (min.0-1-8) 5 = 343/Mechanical Max Horz 2 = 152(LC 4) Max Uplift 4 = 88(LC 4) 2 = 132(LC 4) 5 = 63(LC 8) Max Grav 4 = 140(LC 1) 2 = 409(LC 35) 5 = 343(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-869/157,11-12=-881/179, 3-12=-823/172 BOT CHORD 2-14=-248/821, 14-15=-248/821, 7-15=-248/821, 7-16=-248/821, 6-16=-248/821 WEBS 3-7=0/260, 3-6=-873/264 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 i * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=132. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 109 lb up at 14-9, 74 lb down and 109 lb up at 1-4-9, 38 lb down and 42 lb up at 4-2-8, 38 lb down and 42 lb up at 4-2-8, and 67 lb down and 88 lb up at 7-0-7, and 67 lb down and 88 lb up at 7-0-7 on top chord, and 21 lb down and 65 lb up at 14-9, 21 lb down and 65 lb up at 14-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 11=72(F=36, B=36) 13=-83(F=-42, B=-42) 14=76(F=38, B=38) 15=-17(F=-9, B=-9) 16=-71(F=-36, B=-36) aw p n:aseMetagbhrr,e.ere E-ItooErmsl'sEUEI';tEREu(]ENSamh6motsCUST M{TM)KRIA E66MEArIert.WrE,e4ege—oasudrradroesaro,lusthgrGa*agim6;and adoharyrirate11,of IdrrrrrNmwrr,—doer:d!*r,;re teeumn,IN,,* wretuunar,Iaessrubta;alrcne[cdatirrnd usnrvssange;xneap.e,snumtg[ngmeer).neswmar;I66uPres<nsatnugnasdroendnsnuingluemgrestw:nn htntkeenadNssaglel„atepadurHN6wr,menlPu. [net:nacrnrAlma,ndagrudpitrc,mintilhy Anthony T. Tornbo 111, P.E. mdn,dhs 1- 1. toy tails, -II P W&of Na Oxm,h her'rwonzoi po nee kr4l 6esgar I, I'd at" ltC re It( nI"' ."I idkag mdeW IN rh tinWe. tiered armiMarhdbuerrI.,mdfl-41 swge. iashAmu W atmg stilt bent respesirda alit80083 4il!'ega; mnl(eerEx-illn usMane tg olmgm]ns xd peal erne1.16" tree Scorn 6roranre(t(Al Fetlidd sr to WStflae nterardMgrwrd grit MIttfix;tbream:.ld-Wton,one rrsstwgrrc.Tres, 7esep bleev we lass trewharx, eats 44515t, Lucie Blvd. pkr*isrtdu! dae(aman e;<edrem'a.magptn tones inched iterms D•sryr 6pcaisdOrne ldlla46erpecrtmss,:ern;ayendmtrdl:e;. ul anal eaeo-mseeukWdit ra;1. Fort Pierce, FL 34946 oppightC 2016 A -I Real bosses Aniboay l.lambo ili, R.E. Reprabdioo of this domne.0. eery farm, is prohibited withoonhe written permission horn Ad Roof busses AnthonyLlomholitF.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0036097 XR5SG4D9 J3 Jack -Open 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:22 2016 Page 1 I D: U umE BPzQXokuwJ2P5W?E2Tyu P 1 h-TZbQL? 1 gjPb7TM Pr?21xbdY4Ut8FsJe BYtHO_myZ4cN 1-0-0 3-0-0 1-0-0 3-0-0 0 N 2x4 = 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 cSl. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Inc, YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tvliTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 60(LC 8) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard A«arcq tl s na -,:+i, rz,i,x ne'S'ICCf [CSSS i'SEELYy!E1rld, iE1MS 6:CMOOICri f.CSiOM rFl U_CF'NiiMMIT'torn. tnm 4sip?anwnss ui reM ennxni, Isms 0et'p (arv,ng'16i: ecl n, A.",, 71.M i'..I. l,l, ett, „n id",.' fide+s ¢tie xis, srtgelmth IEO, one' Muruk' umr A11 ,il n T DwW na A r pgn,n,i Sp,dtwbf le n IN ? a « Fnu d, xn,- i q q p. mim,, nema +. 1 ,rxtclamelann<T i mdt 1? I. aem,,io. opm,,niny IA.+ S-om q Anthony T. Tombo lit, P.E. m+n:nr ,I rwn I { .indn,o n<1 ',wA M{n,n.eain{ p„z rd ittn,iu i.iu.Ieo,,+m irni.ri,an,uidn i -u ,,.n u t,ml .,,q _ p, mim<e«altnu„tu, ,pr,auinn «80083n,wnu,A,;.,. 1 ,,,,rcu aI n „uunA r Itmpmze vripn,i ,nn 1 iaq, ? urienlrr n usrpsr lirrrmsulue„m,.x,1,«g,e,rdplee rnllne,ner,,yn,tnne:{uia,,;,n rn+.,.pu rx,:C,sgni.te,uwUmeMmhMrr+r,N,,s 4451 St Lucie Blvd. aMw„tda.!„+Marx q,.ls,on rv:A'aq P, dl qne. bn A. lF mess Coup Egam F7l ne knag C,ure:,x xS,.ne,e, un tiar Min eq. Ula{M,t nra, e,nlemi- rll. Fort Pierre, FL 34946 opytighlC2016 A-IN:ol Lussesintpeny l.IonW .Ih P.E. Rep,edn,iion oNhis Imminent, in any Porn. it mo6ihited Afoot the vriltta pernissioA hem AA Roof Lnssxs Anthony]. Imebo lll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0036098 XR5SG4D9 J6 Jack -Open 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:23 2016 Page 1 I D: Uu mEBPzQXokuwJ2P5 W?E2TyuP1 h-x19oYL2SU ij_5V_l ZIGA7r59fHOHbmu KnXOyW DyZ4cM 1-0-0 6-0-0 1-0-0 6-0-0 2x4 = 6-0-0 6-0-0 0 In N Dead Load Defl. = 1/8 in Plate Offsets (X Y)-- 2:0-1-2 0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.11 4-7 655 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.16 4-7 434 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 155/Mechanical 2 = 303/0-8-0 (min.0-1-8) 4 = 78/Mechanical Max Horz 2 = 122(LC 12) Max Uplift 3 = 95(LC 12) 2 = 73(LC 12) Max Grav 3 = 155(LC 1) 2 = 303(LC 1) 4 = 109(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=11ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 5-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard idanrcq flpse Idetrrgolf misty ds'Al ICCE Il11SSE;i S[t(EI",; ='.eElAi iEIMS S l .DIITC.S....GMC".dp'Er; (En;MLEMMEl17 Is.. TA Grip nrtadas not rso l ent, n AftItws Owl, - itT6G; W &a Adhnf I. ieah III, E. W,- Senn Was ,c Ildns aiuris, and ardo 1t-0, Wf WTetawf p tillCD 'X ,uIrIts'mhsOot 4,,lr Omit 11 'k Srydt,h1 erdrew -Toeeseasosrxesptu atnwdnstsed awsneeIprocWgfio, kdespd.*,ma#eI—hpdd.OnTIIGW e&IPA, N ds sws p soap. ing de.1&1l1AnthonyT. Tombo 111, P.E. W nsdN 1 Wk AnsryedatndRe Drea, 9.Nne wi-dtnluth.Win, :w.Aesofntdthe IILmsluNkslad W&I codeW1111 It, sppWdtts TDCWnrsd/.ss 0 lot lms ad.Land ea w strop'W Wti wellh'h nspuotdit A »80083 N WIN Drp.. nf(anaoda Rl In sss ea a Ao ID of mp—r adpWl' 0A, 11044ap snSaep rnwomx;l[Sf polidd tf 111 W Sill ere r W.til la pmrd pda,. IN fens Ao reim,odm Wlandtt, Tress G4sipx. Tr, Dsop Egiera W lane Yuihmra,;dns 4451 SC Lucie Blvd. aa mtmaliea;trestlra; gted,pea is.revp is rw pnnimdsd.Hera,: asip E,prrnilmt ne Wy D Drdp+.•n tatlsl,!ra;r;Arndrgfae:ep. An rgadtrre maearnierad-e l?I t. Fort Pierce, FL 34946 opytight iE 1716 A -I Reol Lusses Aniheay LlombollUE. 1,ptodonion alibis dommmt, ioonyfmm. is pmhibiled Wilbur The Written pe!miseion ham A-E lool Lows Anthony T. lombe ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0036099 XR5SG4D9 J7 Jack -Open 14 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:24 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-PyjAmh34FOrrjfZD7TnPg2eGihh2KD8U?BmV3fyZ4cL 1-0-0 7-0-0 1-0-0 7-0-0 Dead Load Defl. = 3/16 in 3x4 = 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.19 4-7 444 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.31 4-7 270 180 BCLL 0.0 Rep Stress Incr YES We 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 91/Mechanical Max Harz 2 = 140(LC 12) Max Uplift 3 = 113(LC 12) 2 = 81(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-2-6, Interior(1) 3-2-6 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=113. LOAD CASE(S) Standard 1_,*1 11—pl. nrle•11,*11 IOD:I11H HUB-,' META: 1E1N]S 6 MAEIon (OSTOM.7M0'; I M?A'W471- 5t,ry p snnnas Wmi'rhsutMslinss Dti ge [ruxaq('d;s tel rt t A6;,y r Tint, l III,— 4!1 id,,,,.,. lalets Minnin. ;Mtlm Ot ll O edp HlreS h.tax rEx !II- sell d f D I eeld l I D g 1 SytcagrE9 tr 1t iDI esa xe;hn Nut Nds .q q eµers li, ryf S ensdrt ' glt I—ngad,,ht TOO Wy: RI S do rssunrew:. Intkq en s swto", Anthony T. Tombo ITI, P.E. zdned. I Wuiq,I tq tiM ndMeD uMe .e.-t h dgmori4Wltg ; tk I:elK glu t ;eoie td lil 1. Re elln ddtle'00 ea„nll.srsl6r'nv.idi q.r4 eg,,srge, "dls n md4[mgstelln?e .yusiliWd «80083 Ikt Wutn Dnge I,nrn`n. {IM rtxn Ne rD IR goakn ad;wal' xh tJdy[ g en S,um lnr m 6[Sl gdl'Ilu TM u rdwxd ln;nnd qn4 c. l'Igihn, dt rt,xos:lilnndln e; dtntt,s tt:: pn. :, Desgt tyro" w hw,, Yonitm.' k's 44515t. Lucie Blvd. x..", Moist Wkud egni 3en It wfd q lgdlimt,'nAni.lit N, ).slp Eq eu, is 011k WIfaq Onipe,, ,s Srnem.,xaamltd..;...`:I regnd =eelnw oee:lk'utt ie lq l. Fort Pierce, FI_ 34946 opyli; hlC 2016A Illooibmsses Aniheny l.lomha.Ih P.i. Nepmdwieo of tlis Wuneet, In my lom is ptohihiled without the wri!inpernwoo horn A I pool Losses- Anthony 1. lumho 111, P.E. Job Truss Truss Type QtY RYAN HOMES / SEAGATE v4 A0036100 XR5SG4D9 VM2 Valley 1 fY 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13.2016 MiTek Industries, Inc. Wed Sep 28 14:52:24 2016 Page 1 ID UumEBPzQXokuwJ2P5W?E2TyuP1h-PyjAmh34FOrrjfZD7TnPg2eShhrGKD8U?BmV3fyZ4cL 2-0-0 2x4 ke:G LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 50/2-0-0 (min. 0-1-8) 2 = 37/2-0-0 (min. 0-1-8) 3 = 1212-0-0 (min. 0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 = 10(LC 12) 2 = 26(LC 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIIPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard nny ?'nse Ruee^y'A, e,e # tI d'D(itiSSES SEtI`C)niA.sdAl "t45d(NOlt il(4iiJM dm t.4lLYuidtE6E!!Fy'-at h. 'P»I:nMlbiN M :t, as1 1uhi;w npns as i—,49, minS dia i di n,o<;gtrpu+,- Spaidry.yx« d sd ur:e' rytntassa.tptw,diep ,.andmt pn:iztn ata,pd..su t sd td nelt0ah tilx=. AnthonyT. Tonto 111, P.E. md,stateist ss lx up taud '! save dliA ttu..ar.lke Cron=Miaind yedn daHgJipet,a'R n4m n'S¢:!¢e lk and eelud inn; mni Pf l.4,it.tlrth'GS and a±n li tdd E: ss, acltdatad d.. ayt xim nlYeued stallktk .7ves,Wl)d 80083 de A: ay Otratad t,tliuv All n:=t tie tx iGP adna pnna:ampl latsdlk dalavy , patd,ateq nxcn 1 :{edt-sMk PI JtA at inn Nlx;n dpaix. lP' Idmes tk iK{,vs@Intsnf dynes d!m Lys, Ptsipa.t shes:x Eyi,tn tei nss nad,:i tn, mess 4451 St Lucie Blvd. n,t." t W-4i, ,:W'd y"Kz mEit»„ad it ll{n„u, ,ra lttrt„ ,tvyu*, ect:er d.;:cvg n:k c,,,>rr.Esc..nnanr May. Arr I,,d Yas.r, amaedatr . For' Pierce, FL 34946 Copytigkf l0l6A- lAaallrusses AmIrcayLlomEalll.?J, keprIthcronotthis document! ieenytmm:iipohilatilvitlout the xritteoPdlmisvontram AItoot Trusses -hthonyT,ToahoIlls p.b Job Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4D9 VM Valley 1 1 A0036101 Job Reference (optional) At roof Trusses, Fort Pierce, FL 34946, designLaltruss.com v0 0 2x4 Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:25 2016 Page 1 I D: agpjYE3xu P8oBi I H6PrSYazz2of-t8HYz13jOKzi Kp8OgAleCGAa K5Bl3gOdErV2b5yZ4cK 4-0-0 3x6 11 3x6 11 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 12 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 88/4-0-0 (min. 0-1-8) 3 = 74/4-0-0 (min. 0-1-8) 5 = 273/4-0-0 (min.0-1-8) 4 = 27/4-0-0 (min. 0-1-8) Max Horz 1 = 59(LC 12) Max Uplift 1 = 10(LC 12) 3 = 74(LC 1) 5 = 103(LC 12) 4 = 54(LC 3) Max Grav 1 = 88(LC 1) 3 = 50(LC 12) 5 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-202/516 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. It; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except Qt=1b) 5=103. LOAD CASE(S) Standard rxaeg?sn.V,il,-Poe SI r If'i.SIS'-S[Cir'oNR4'll t.-'al_tur'T'N'lur Siu:;E(in.,wh:a.hr h In a.p,a.:trtrlr iaa:ir.n.np'atrug'F,+al Poe t,xms l.4m»dl.eE idcrx. Rnit4,,,_IJ*si o—:!I il.14 AIl.aay p :taro g s. d'm ae lot ltt vt r I ss Je" c} n m y. h a ':[' w+ x pu n bN Itq t r 't in .0 att P iYt gl.t sty'I.la Poe [ h aatr l+t:. rh get x a:al at^Iw a+ek lr w x. 4. Gsi, ua Nf drn arc 'z -.n t .t kd 7 An;hOnyF TC[Rb"v 11t, P.E. r g g sa .xrnl N IC ma I I.ega enl ! p d n ['at 'u ur s lcw rg:. g l d !s tt14H gu15d T-Mb tl S (eaN mx ald«Nralx. Ila el he lgP xa nex sas twdi..,r li l,i g w mh de ;n 1, ryes; et p ! t;i pe Pal g dg f! 1I' He u,ga,re lmet al Fn,;d .Ir ss htrpe. . fk,,Y.FrrttN ae .1, Nadxt rr u:en nte.,tlekh '.»etn,re: a»,e,e u3, a '.e. t,. 1e1, [ : s . _ , g 4451 S_. Luue Blvd. arorrt..,get terfM r r c.,: r n. a I .he. Tl<t. !: mtt:ltn+e®I#.,. -w: Pierce, FL 34946 tcpyrigM' C20:o A Roof Irmes a;nfbon'Ilombo 111, F.E. ReptoEcitron of this emineal, ks ley to .ls,mhlb_d'ohout the wizen premiss no ftoteAllooflosses-AntAonr t.loTbo III, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0036102 XR5SG4D9 VM6 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Wed Sep 28 14:52:25 2016 Page 1 I D:agpjYE3xuP8oBi I H6PrSYazz2of-t8 HYzl 3jOKzi Kp8QgAleCGAOv56f3gOd ErV2b5yZ4cK 6-0-0 6-0-0 v d0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 204/6-0-0 (min. 0-1-8) 3 = 20416-0-0 (min.0-1-8) Max Horz 1 = 93(LC 12) Max Uplift 1 - 40(LC 12) 3 = 79(LC 12) Max Grav 1 = 204(LC 1) 3 = 204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-153/340 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C,Corner(3) 0-9-1 to 4-11-7, Exterior(2) 4-11-7 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1.5x4 II 2 3 2x4 i 1.5x4 11 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.91 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.33 Vert(TL) n/a n/a 999 WB 0.00 Horz(TL) 0.00 n/a n/a Matrix-P Weight: 20 lb FT = 20% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard dne re amst nerpy`:I} itnt. ht':1 E''7[ 1t.Rtni 'Sf1-Er i i KFW T!1W d'u.N9: `dS 65pJK '1U!Er WO'8(IDEM XI:-.. 00, dn:po- penst4rs maser!! rt ce A t Lytti eevdr kaxue [ay;-nd lot a ss i. trm» In. t E. idctat ;hed acne,s<. tWlnrEtax'.:,e aeW x ne [A7, am u.: „ : d io[ a ;e z i w x a pan n , i o. p d, ry dap u np , r«rr,n m w i tpi 1 tea +pane [muh ex w w dTH ar Anthony T. Tombo III, P,E. sera '1 rinfip t ,ym tli.;dna' C o-ns hu 1 p i i;d Ilwp7 p ne mill.'! Id'.Q If add lul ngseaao-e yli. h d rie{Ceo-lnr 4! t dlitt s.slydbntatl p, do wlffi !z psnt btdt p ,J'hd « 80083 n t :s;ev ax ud xfa Ilan N-ietkl@P.1 p r m7 ftI do 1:'a y A® dtt m k pll;'.eda PI ! bi . el 9 dn9d— Ir .ne,t.pet,tlmetaiiut.d'alrt,7ttipn,;vt Ut:xfeaunw.i SsNedrtwx;auu 4451 St' Luue Blvd. anaxtse3 .uE irr.ro-.+mytet ryeo-nwr glrx dr its u,> ed .1e(rx [, pftyitelll_t 2e dt,.po-y @assgm, (ra>rna tetieen tf Sl dandy. pl a"E i.el_ e. dotein R::. oit ?ierc2, FL 34946 EoPyiigh1 "1NioA-Idoo'lrosses AnthonylAomhonl-p.E. teprod@aion of this dommeat, is nay lots: is prohibited xhw the.winen pem5sion tram A -I teoflfussec, Anthony E. Tomblll. P.E. Important litotes 0 Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards. ANSI/TIP 1-2007; WTCA 1 -1 995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered. drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.Altruss.com USP STRUCTURAL CONNECTOR' A MITek`Company Haneers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, z) -1od (Joist) 11- 0510.01, RR 25779 LU524 670 755 825 490 4)- IOU (Header) 2) - IOU (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - lOd (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 4) - I Od (Header) 2) - IOU (joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist -Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA412 2245 2245 2245 5) -16d (Carried Member- Face Mount) 6) -10d (Carried Member- Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 I835 1835 1835 2) - SOU x 1-112 or 2 - IOU x 1-112 (carried Member) 20) -10d or (2) -10d (Face) 4) -10d (rap) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 I11- IOU x 1-112 (Carried Member) 20) - 10d x 1-112 (Carried Member- Max Nailing) 20) -16d x 1-112 (Carrying Member) 20) -16d x 1-112 (Carrying Member- Max Nailing) USP STRUCTURAL CONNECTORS' A MITek` Company Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100°/a Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 14) - 16d (Face) 6) -15d (Joist) HTU26-2 2940 3340 3500 2175 20) -10d (Carried Member - Max Nailing) 20) -16d (Carrying Member- Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) -16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 25)-10d x 1-112 (Carried Member -Max Nailing) 26)- 16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) HTU28-2 3820 4340 4680 3485 26)- 10d(Carried Member -Max Nailing) 25) - 16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) -16d (Face) FL13285.35, 12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) US P STRUCTURAL. CONNECTORS" A MiTek• Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) -16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 42I0 4770 5140 2000 22)-16d(Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 20) -16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGU526-3 4355 4875 5230 2155 20) -16d (Face) 8) - 16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) -16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 36) -15d (Face) 12) -15d (Joist) i Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners 4) - lod (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) - 10d (Joist) 4) - I0d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) -10d (Joist) 4) - lod (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - lod (Face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) - 10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - lod x 1-1/2 (Joist) 20) - Iod x 1-112 (Carried Member- Max Nailing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) -16d (Face) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d ( Face) 26) - 10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) -16d x 1-1/2 (Carrying Member- Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) ' 8) -16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) -10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 21) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11_ THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) -16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) - 16d (Joist) 36) - 16d (Face) 36) -16d (face) T13 THDH28-3 HGUS28-3 10) -16d (Joist) 12) -16d (Joist) JANUARY 8, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST & LVL NAILIN LVL NAILING SCHEDULE CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & 2) 16d Toe Nails @ BC (Typ) SERIAL 38 BC A2 2100 00 00 00 4C 1287 DIF FEBRUARY 14, 2012 1 Standard Gable End Detail SHEET 2 O OIIUo O DO a MiTek USA, Inc. MiTek USA, Inc: Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" o.c. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d Roof SheathinCl--) \ COMMON WIRE NAILS AND ATTACHED it TO BLOCKING WITH (5) - 10d COMMONS. V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ Diag. Brace at 1/3 points if needed End Wall NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ TWO 16d NAILS (MIN) PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACID AS NOTED: METHOD I : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCABMEMBERONTHESTRUCTURAL_ GABLE PER THE FOLLOWING VERTINAILINGSCHEDULE: SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131" X 3") NAILS SPACED 6" O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131" X 3-) NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAC ALL BRACING METHODS SHOWN ON PAGE 1 AI VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL GABLE TRUSS / NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS L Z INLAYED STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. dgti41@4@@@>if i N4 are IW 0 Z ,T t4o 900831 a .fiJ • sw 1 f4. i4r ZS SERIAL ; ,#,` 313 BCA22100 0000004C1287DF STANDARD PIGGYBACK FEBRUARY 14, 2012 I TRUSS CONNECTION DETAIL ST-PIGGY-PLATE L aL—J a o0 a o0 a MiTek USA, Inc. This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss -:design drawing for additional piggyback' truss information. a SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to the base truss with four (4)- 6d (1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 Ibs_ at each 3"x8" TEE -LOCK Multi -Use connection plate. Minimum of 2 plates) Attach each purlin to the top chord of the base truss. Purlins and connection by others) BASE TRUSS Refer to actual truss design drawing for additional base truss information. SERIAL + 313BCA221000000004C1297DF FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 I ' O o0 O oO a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. MiTek USA, Inc. I Page 1 Of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES, GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 71--_T-_ IT- 11 I 11 II 11 II II 11 11 11 II II 11 III II II-_- yl_-- II II II III I P BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS niz r-lon— I. — WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY 11 BUILDING TINU NTINUx4CONTINUOUSN0.2 SYP EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 OOFUSPWS-(X 4.5") MAX TOP CHORD TOTAL LOAD = 50 PSF REFSINTOEACHBASETRUSS. MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES 1. 5" Max t . r aa. : sew O • J', i O 4 i f • iR SERIAL #: 3 B BC'A.2 2100 00 00 D0 4C 12 87 D F FEIBRUARY14, 2012 aaaaa a o0 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF t0d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 Mirek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS. GABLE END, COMMON TRUSS OR GIRDER TRUSS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 LISP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS OP r,]Pr)FR TRI IRC ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY It BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES SERIAL; 3I3BCQ22 00W00004C 287DF i NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEYHIGHWINDVELOCITY) 00 0 00 O OO EUME MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE: 1.6 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE -AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10" ON AFFECTED TOP CHORDS. NOTES: SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12. MAXIMUM 12/12 PITCH) NON -BEVELED BOTTOM CHORD MiTek USA, Inc. Page 1 of 1 FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH @4 tltttt9 Atp tl$ ENS .•.:! NO 8008N VFW-- SERIAL # 3BBCA221000000004C1287DF 4 MAY 24, 2012 aaaa O OO O 00 a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.G. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Varies to Common Truss Vertical Stud 4) - 16d Nails 2) - 10d Nails into 2x6 SECTION A -A ST-G E 190-S P MiTek USA, Inc. Page 1 2x6 SP OR SPF No. 2 DIAGONAL BRAG[ 16d Nails Spaced 6" o.c. 2X6 SP OR SPF No. 2 Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails OR SPF No. 2 aE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST RAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d NAILS. 3x4 = 4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK t Diagonal Bracing ** - L-Bracing Refer Refer to Section A -A to Section B-B 24" Max Roof SheathiNOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C- HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4. Diag. BraceREFERTOSECTIONA -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. It needed9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0" AND 0.131"X3.5" COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4SPNo.3/Stud 12" O.C. 3-8-10 5-6-11 11-1-13 2x4 SP No. 3,1 Stud 16" O.C. 3-3-10 4-9-12 6-6-11 6-6-11 9-10-15 2x4 SP No. 3/ Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 1 t-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4SPNo. 2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and 1 braces to narrow edge of diagonal brace with 10d nails 6in o.c., with 3in minimum end distance. Brace must cover 90 % of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADD DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 10d NAILS truss @ 24" o.c. i 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) o d Poo6008 ", 40 f rt Q 0 9 bfsnw'• SE> IRIA . 313 BC A221'M 00 00 00 4C 12 87 DF August 10, 2010 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 % L1QQ O MiTek USA, inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing 0 00 is impractical. T-Brace / I -Brace must cover 90% of web length. QNote: This detail NOT to be used to convert T-Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / I -Brace On Two-Ply's Nail to Both Plies) WE Nails I-Brace Nails Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace MI -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8l-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. MID 4 wi Y.. .. 'M f I 83 ERTxL 3B 8CA22100 0000004C1287DF. FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK 0 ® MiTek USA, Inc. Page 1 of 1 O 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6 "STRONG8AGK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD ( 0.131"x 3") ATTACH TO VERTICAL 0 131WITH (3) - 10d NAILS BLOCKING BEHIND THE / ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH (2) - 10d USE ME I AL FHAMING ATTACH TO VERTICAL A I I AUH I U VtH I IUAL ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS SCAB WITH (3) - 10d NAILS TO BOTTOM CHORD (0.131" x 3") (0.131"x 3") TRUSS 2x6 4-0-0 WALL BY OSTRONGBACK (TYPICAL SPLICE) ATTACH TO CHORD WITH TWO #12 x 3" WOOD SCREWS 1,216" DIAM.1 INJttt I bL Hr-1N 1 rlHUUUrl UU I JIUL FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'4" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS 0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING BY OTHERS) 904 P Qs +sue 0.: Y 1 O q1 SERIAL; # JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP O MiTek USA, Inc. Page 1 Of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH u AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S c7 131 88.0 1 80.6 69.9 68.4 59.7 O 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 m z 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 1 51.1 N 148 81.4 74.5 64.6 63.2 52.5 co VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30°TO 60' 45.00 ANGLE MAY VARY FROM 30 a TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW 2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2x6) 4 NAILS NEARSIDE NEAR SIDE NEAR SIDE NEAR SIDE SERIAL' March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL UPLIFT O ® MiTek USA, Inc. Page 1 Of oo THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING a oo UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. END VIEW SIDE VIEW 0.00' TOP PLATE OF W LL 1" FOR 3" NAIL NEAR SIDE 16" FOR 3.25" NAIL 1 %". NEAR SIDE LzX 1-3/16" FOR 3.5" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S C4 131 59 46 32 30 20 z O 135 60 48 33 30 20 n 162 72 58 39 37 25 J ri H z 128 54 42 28 27 19 w 131 55 43 29 28 19 J J N 148 62 48 34 31 21 z M 0 120 51 39 27 26 17 O 128 49 38 26 25 17 J o 131 51 39 27 26 17 148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED EXAMPLE: 3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE NOTES: 1, TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1 /3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I TYP 2x2 NAILER ATTACHMENT I ST-2x2 NAILING 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD- FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411®.C. 12 VARIES ST-FLAT GIR BRACE 4) 12d MAX 30" (2'-611) UPLIFT CONNECTION — SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24It o.c. . EXTERIOR FLAT SIMPSON H-5 GIRDER b+ &'T. 'r ,fi. r Prri"erYr 0,.0 4 0 3WIr x V SER, I AL_ # 38 BCA22100 0000004C1287DF A'any.in.ri twi+3itYuwcn Y3t-u-4M5(I;Si:(Ilj.4ItL:.IE(k46kiWPM91:EY1 k 2Y(T,k 1CA:t::WKi Mrrt fnl(lnYr Wt*afut; ad ry(b hart.>a.:pl4.wk:,U7i b:+xi4 F.l>WC:Y'.id>+4ct Skti testa mL4katm.m eed nM•1"p:+rf, wla•.rma4 y dah. tie(lnarl'74t. x+: s I e;.4yIN I I r-»tv n' w 1. +Dent m p..aamq ml:t wk rM! dwv*'m tP j`+1=ortl 1- Ia1 :!« (I t;(.( w,» weir- Anthony T: TomW III, P.E. mineAMlrrttlaary MlE.7 y G>; rt a.J bE., '.t e4tucN re•Inrce (.:m.}D y, _ *iul Ir(k•p t 4', wl II tW 1111 II. .P ddMlODd ;Sr?D. karl t. bk>rq nmflny ury 'K41 id m}IiD(a 4`tH M. 80t183.- zr tn=tiy ^ywa• eklu.+mpe.W S,k4.ic51pW t 'trrl C+'N-. tt•W.iS µfSdmt{eaMx 4{I pilojiiij, f+' 4 wllN lrh•.mHLi 1 lo—I Ir. itLL Wiry4t'•tWbarlM3t1`11itLfi tn.,i str6 g4Wlnn watt c{Qjl Sy Lucie BiY(f. tanrty htWiretmeW gnl•yaennacp Dte! li*'nturgrl ibl• Dtax kmen•.x+Jlftt V•J;.+4at:r .,r lnt.fiW.Fj rdmtk`:1-+9 lif tylll +ltrnrmraih!n•lNlfti. For ?ier<e, FL'1494fi tnpn{qhi J)7DIil1Reel Gatlec Anih®yi, iem6r 01: P.L Pep odciliaoall6isdoom at; inany IDIm, 4 pid4itid.0goHlntx6nee peraredon5omA I Rod 6bsief- Mthay L1om,6ojII. A, y OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES j \ u0/ IjUUOIIIuOr a o0 a MiTek USA, Inc. MiTek USA, Inc. Page 1 Of 1 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * INCHES MAXIMUM FORCE (Ibs) 15 % LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 T2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 F 4347 q DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131 "dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: A L=(2)X+C BREAK 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X" MIN " 6- i 6" MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRE-D-X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. p4%0300###1A# a$t'E j 1' . H 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID 9 v r9 r; * ••,- LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. w' a R..` • 35. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. e Q tVrN bi+ t* SERIAL., rz ar n t airl nnnn rin nr R nt=' r March 4, 2013 SCAB APPLIED OVERHANGS O TRUSS CRITERIA: LOADING: 40-10-0-10 a oo DURATION FACTOR: 1.15 SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 PITCH: 4/12 - 12/12 MiTek USA, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES, 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" o.c. maximum and having pitches between 4/12 and 12/12 and total top chord .loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ST-REP13A MiTek USA, Inc. Page 1 of 1 SERIAL # Q DP' R^7 "7 i.11fl A!1 M !VS hl'1 '7 O_7 El C'- REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREf hS: ts a lase n:rt the aMdl e a i j4X16 11 x3 2 I Nil A L TI N1^.r'y EG BE.C,R1NG C s_ NnG,ITitGy! ino. aacl PrOvKle dr-,erniclin .r 7._er1=d x3 F P= .. 3x3 l i 3 4 1 6 N9iKI s" i D ` A ED PLATEL: C'irc le zlllafia tnar needs 3x4 1.5x4 11 1.5x4 it 7 g g 22 21 20 19 1 18 17 16 15 1.5x4 11 3x6 = 1:5x4 11 1.5x4 11 3x6 - 3x6 FP= 3x4 = 3x3 = TRUSS AyIO IFI AT6Gh : 5x6 = 10 11'?,, 12 14 v .I `,.Z„ TOO L L,;tIG 4x6= 29'0" 11'0" U U V U U U C1- 1 C 3 C13 C5 5 6H SH 4H 3Hn. A72 A11 A10 A A09 A09 AO9 A09'• A09 A0`9 A09 A0911 A09 AO9• A09 A10' A71 Al2' A73 74D' 1 D 16D'.; D05 E04 a -.sec wu C 1 00 CI5 D04 1 E03 C3 U U V U V U41 21' 0" S' 0" 14' 0" 29' 0" V U U I^ I^ C3 y3 C 5 ' H Cj J r i A73H yA')21 A11 A70 A A09 A09 A09 A- A09 A09 A09 A09 A09 A09 A10 Atl A72 A13 e - A14 k DOS . 2 o E04 r. A C01 y Cl"; E03 t[[. I 2 ff C13; DI 40' 0" HATCH LEGEND 4U D" FOYER CLG 9' - 4" A.F.F. a;< 12' - 8" A.F.F. NU I t: ALL I KLIJJ I U WALL ANUIUK ""U I U - LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) E - - _ _ - 72 NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) _72- N..OTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. a = o = REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS FOR BRACING & ERECTION DETAILS REFER e TO BCSI-03 AND/OR ENGINEER OF RECORD - m d I. REPRESENTS THE LEFT SIDE OFaEACHTRUSSDRAWING 1U524 H THD46 JUS26 J I MSH422 C; THD26 K - MUS26 OD THD28 © l THD26-2 OF THD26.2 ON I - - - JUS46 OO -- "seas _ HB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD _ o LIVE LOAD 20 - ASCE 7-10 - - - a - - E a _ 0 0 c=i DEAD LOAD 10 - 150 MPH EXP C - - LIVE LOAD 10. - CATEGORY II _ - 0. m DEAD LOAD 10 - ENCLOSED E e TOTAL LOAD 40 - FBC-2014 DURATION FACTOR 1.25 - TPI-2007 0- - - - _ IREVI DATE I BY I REMARKS Is It is understood that above - - - conditions have been reviewed APPROVED are acceptable for the fabrication at trusses, APPROVED AS NOTED - _ - elevations,pitches, overhangs, REVISE AND RESUDMIT fascias,ceiling elevations/pitches, beanng REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be acceptzd = -_ - _ _ without previous written DATE approval from an A-1 Roof _ - TnJSSOS re reSentative. REVIEWED BY E c« Q a s lPLANDATEIARCH: --/--/--- STRUCT:6.--/--/---- e . CUSTOMER RYAN HOMES JOB NAME SEAGATEv4"D" - E a - OPTION(S) 9'4"CRIINGS = = s - COMMNTY ' LOT# BLDG BLDG = - TYPE # m JOB # - MASTER XR5SG4D9 - a - m = - - DRAWN SCALE DATE 09/28/2016 7 NT..S. AREA I CA,C- FLOOR .._-0 ,: A-1 ROOF ROOF 304471,: TRUSSES e E FASCIA 260,. HIP LINE 139 . IONAFLORIDACORPORATVALLEYLINEI25 . Ph 772-409-1010 / Fax 772-409-1015 http:/Lvww.altruss.com 2.s RECORD COPY D: City of Sanford Building and Fire Prevention Product Approval Specification Form Permit ## 1 7- 3 1 8 3 Project Location Address 1)1 DING Sit:N ORD 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.floridabuildinq.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 Swinging Therma Tru Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit12194 R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. Certain -Feed Asphalt Roofing Shingles 5444 - R11 Underla ments InterWrap Inc. Rhino Roof Underlayment 151216 - R2 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 Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 GPACE Construction Products 1. Product Name Grace Vycor® Plus Self -Adhered Hashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.graceconstruction.com www.graceathome.com 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Hashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet, The flashing is a dark gray -black. Grace Vycor Plus Self -Adhered Flashing is now available with RIPCORD'", a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming is generally not required for most substrates provided they are clean and dry. However, on concrete, masonry and DensGlass Gold® apply Perm -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perrr>-A-Barrier WB Primer is 250 - 350 ff2/gal 6 - 8 m2/L). SIZES Grace Vycor Plus Self -Adhered Hashing is available in 75 (229 m) rolls in widths of 4", 6", 9" and 12" (100, 150, 225 and 300 mm). The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor Plus Self -Adhered Flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days, Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Hashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2-part polyurethane. This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants," Grace Vycor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Liquid -Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic 8astomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives J-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Hashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees Q, under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks, Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not be applied to moist or damp surfaces, After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spalled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by wip- ing with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A -Barrier WB Primer at a coverage rate of 250 - 350 ft2/gal (6 - 8 m2/L), Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. l / / SPEC -DATA® and MANU-SPEC' are registered trademarks of Reed Bmier kK. The ten part SPEC -DATA format conforms to the editorial style Reed Construction 7J of The Construction Specifications Institute and is used with their penrussion. The monutoclurer a responsible for technical accuracy. 02005 Reed Construction Data. All Rights Reserved. Data, Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges, Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridge joints, gaps or voids in excess of 114" (6,4 mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials, SAFETY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly, The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Hashing is competitively priced, For specific information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLA,WNG 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF -ADHERED FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (0.64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (-32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modified 60 plf (875 N/m) width Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when installed in accordance with manufacturer's recommendations, will not require maintenance, 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First Source' Additional product information is available from the manufacturer, W. R. Grace & Co. -Conn, hopes the information here w 11 be helpful. It is based upon data and kno Aedge considered to be true and accu- rate and is offered for the users' oonsideration, investigation and ver- Ificotion, but we do not warrant the results to be obtained. Please read all statements, recommendations and suggestions in conjuric- flon with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright, W. R. Grace & Co. Conn., 62 wnittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada Inc, 294 Cements Road, West, Ajax. Ontario. Canada LIS 306, Bituthene, Perm-A-Borrier and Vycor are registered trademarks, and RIPCORD is a trademark of W. R. Grace & Co. -Conn. DensGlass Gold is a registered trademark of Georgia-Pacific Corporation Copyright 2004 W. R. Grace & Co. -Conn. TP-098E Printed in the U.S.A. 8/04 AFS/1_1/3M SPEGDATO and MAN4SPECe ore registered trademarks of Reed Elsevier Inc. The ten part SPEC -DATA format conforms to the editorial style ` Reed ConstructionIVofTheConstructionspecificationsInstituteandIsusedwiththeirpermission. The manufacturer is responside for technical accuracy. 02005 Reed construction Doto. At %ghfs Reserved Data.. V z g rs Ell.-.. R a y rl d yeti GRACE Ice & Water Shield° What's in it for you Why Use Flashing Tapes Where to Apply Why Grace Vycor Plus How to Apply Flexible Flashing Tapes Flashing Application for Windows BEFORE Weather -Resistive Barrier AFTER Weather -Resistive Barrier Flashing Application for Doors Precautions and Limitations What the Pros Say Application Details Flanged Window Flanged Window — Low Exposure T Flanged Window —AAMA Recommendation 1 Flanged Window — Severe Exposure Half Round Window — Low to Moderate Exposure Half Round Window —Severe Exposure Window Sill Plate Options lldths "f Tie-in with Vinyl Siding at Window Sill Exterior Sliding Door with Deck t Exterior Door with Deck on Stucco Window Head S' Stucco Window Sill Stucco Parapet Wall Stucco Sill / Potshelf / Chimney Shoulder Outside Corner Wall -to -Wall Outside Corner Inside Corner f Wall -to -Wall Inside Corner 1 Corner Detailing Patch Options Foundation Sill Plate — Option 1 Foundation Sill Plate —Option 2 1-2 3-4 5-6 7-8 9-12 13-18 19-20 21-22 23-26 27 28 29 30 31 32 33 34 35 36 41 42 43 44 45 46 47 48 49-50 51 52 53-54 55 56 57 58 58 by Use Grace Fleshings on Windows, Doors and Other Water damage is one of the most common causes of building repairs. Not only are such repairs costly, but in many cases damage is impossible to correct. Further, water intrusion in building structures creates a favorable environment for the development of other serious problems — such as mold, dry rot and decay. Proper water management is the essential first step in controlling mold, dry rot and decay. The easiest way for water to get into structures is through windows, doors and other detail areas where no water protective building components are installed. To minimize the possibility of water entry, all critical detail areas should be flashed using the appropriate flashing materials and following the proper installation techniques. Critical Detail Areas F t WhyUse Self•Adhered Flashingi9 on Windows and Doors? cF To protect windows, doors and other critical areas from water intrusion To control water and moisture — the first step in controlling mold To comply with new codes and standards To ensure high quality work To minimize costly call-backs for repairs To lower energy costs by eliminating air infiltration and exfiltration El Where to Apply Grace Vycor Self -Adhered (lashings CRITICAL FLASHING AREAS All of the shaded areas below can benefit from the application of Grace Vycor ri Grace Ice & Water Shield® Self -Adhered Flashings (beneath the finished siding and decking) and Grace Underlayments (like Grace Ice & Water Shield) for the roof. Consider Grace Vycor Self- Ii Grace Vycor® Plus Adhered Flashings for your critical non -roof flashing details (windows, doors, decks). I7 Grace Vycor Deck Protector® Low Slope Area L47 Deck Joists Why Grace Vycor, Plus WHY GRACE VYCOR PLUS? There are a number of flashing materials avail- able on the market today. The major difference between them is the level of water- proofing performance they provide. Grace Vycor Self -Adhered Flashings are comprised of a high -density, polyethylene carrier film and a pressure -sensitive adhesive layer, both of which have unique performance .r advantages. Grace Vycor Plus is the product of choice of well -respected construction professionals be- cause of its superior water- proofing properties and ease of application. j 5 What Are the Unique Performance Advantages of Grace Vycor Plus? Fast and easy to install — simply peel off the release paper and adhere the membrane RIPCORD — a Split Release on Demand feature, is a thin cord embedded in the rubberized asphalt, which allows for ease of installation and proper integration with house- wrap/building paper Exceptional adhesion capabilities and sealability to most common substrates Seals around fasteners ensuring no water infiltration at penetrations Forms watertight laps, even at the seams in the flashing Easy to use, with clear measurement markings on the membrane surface facilitating the installation procedure ICBO approved. Meets the performance requirements for adhesive flashing materials (Report ER-6141) Grace Vycor Plus is based on the same proven 25+ year technology as Grace Ice & Water Shield — the industry leader in roofing underlayments How to Apply Grace Vycor Self -Adhered Flashing Tapes i PRE -INSTALLATION NOTES ASTM E2112-01* and AAMA 2400-02* recom- mend the use of a minimum 9 inch wide flashing membrane beyond the rough opening. Grace recommends a 12 inch wide flashing mem- brane for proper waterproofing of the window sill, providing a drainage plane in the rough open- ing. Remove any weather -resistive barrier from sill area prior to membrane installation for full adhe- sion of the membrane to the structural sill. Refer to "Table I — Flashing Lengths and Cut Formulas," (page 8), to determine appropriate flashing lengths. After the membrane has been installed, roll firmly into place. Install membrane such that all laps shed water (following the shingle principle). Always work from the low point to the high point. Mechanically fasten the membrane at vertical terminations, as necessary. Weather -resistive barrier refers to housewrap, building paper/ felt, Perm -A -Barrier etc. Windows/siding should be installed according to the standards set by the window/siding manufacturers and/or respective organizations. Apply Grace Vycor Self -Adhered Flashings only in fair weather when the air, surface and membrane temperatures are at a minimum of -40C (250F). For temperatures below 5°C (40°F), keep material warm until use. (Refer to Technical Letter 3.) Install directly onto a clean, dry and frost -free surface. Remove dust, dirt and debris. Surfaces shall be smooth and continuous without voids, damaged or unsupported areas. Priming is generally not required for most substrates pro- vided they are clean and dry. However, on concrete, masonry and DensGlass Gold®, apply Perm -A -Barrier WB Primer at a coverage rate of 6-8 m2/L (250-350 ftZ/gal). If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer at the same coverage rate. Standard Practice for Installations of Exterior Windows, Doors and Skylights. Standard Practice for Installations of Windows with a Mounting Flange in Stud Frame Construction. Refer to our web sites for further product information. www.graceconsfrucfion.com and www.graceathome.com TABLE I — Flashing Lengths and Cut Formulas This table will assist in determining the pre-cut flashing lengths required to properly install window flashing as per ASTM E2112-01). Flashing Location Flashing Lengths and Cut Formulas Sill Flashing Rough opening width +(2 xflashing width) Jamb Flashing Rough opening height +(2x flashing width)-1 inch Head Flashing Rough opening width + (2 x flashing width) + 2 inch Example for 9 inch wide flashing If rough opening width = 30 inches If rough opening height = 50 inches For Sill: 30 inches + (2 x 9 inches) = 48 inches For Jamb: 50 inches +(2 x 9 inches) —1 inch =67 inches For Head: 30 inches + (2 x 9 inches) + 2 inches = 50 inches J Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCRDET-100 to 106) for additional flashing options located on pages 27-33. 0 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table 1, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches upon each side. Apply to win- dow sill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) 10 lashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. rl Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET-100) the weather -resistive barrier has already been installed before the window and flashing. 11 513 I a2 "t \ tCt tjLL15 Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. 14 lashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. It, Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 10 Step Six: Install pre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Seven: Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET-107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). El Flashing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET-201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (V(RDET-200). For deck installation detail refer to page 37 (Detail V(RDET- 300). For complete deck installation guidelines consult the deck section of this book. 2O PRECAUTIONS LIMITATIONS P. J! Grace Vycor Self -Adhered Flashings are designed for critical non -roof flashing details. DO NOT install on the roof. j Grace Vycor Plus and Grace Vycor V40 are slippery — DO NOT walk on their surface. The surface of Grace Vycor Deck Protector, although treated with a skid -resis- tant coating, could also be slippery. Use special care and take all necessary fall protection precautions when walk- ing on the membrane. l] Release liners are slippery. Remove from work area immediately after membrane application. Do not leave Grace Vycor Self -Adhered Flashings perma- nently exposed to direct sunlight. Maximum recommended exposure time is 30 days. Due to its slight asphaltic odor, DO NOT apply this product where the membrane is exposed to interior living space. Grace Vycor Self -Adhered Flashings should not be used in hot desert areas in the Southwestern United States. i Grace Vycor Self -Adhered Flashings are not compatible with plasticized polyvinyl chloride (flexible PVC). Certain metal window applications with integral nail fin may have specific limitations. Contact window manufacturer for specific application instructions required when using a bituminous -based flashing. Some solvents in certain caulking may be incompatible with the adhesive in Grace Vycor Self -Adhered Flashings. Refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants," page 51. If fasteners are removed, leaving holes in the membrane, it must be patched with another piece of membrane. Consistent with good construction practices, install the membrane such that all laps shed water (following the shingle principle). The top membrane layer should go over the bottom layer. Always work from the low point to the high point. C4 Apply Grace Vycor Self -Adhered Flashings only in fair weather when the air, surface and membrane are at temperatures of -40C (25°F) or higher. SAFETY, STORAGE AND HANDLING Grace Vycor Self -Adhered Flashing and accessory products must be handled properly. Read all product labels and Material Safety Data Sheets (MSDS) — see our web site at www.graceconstruction.com for proper handling and disposal. Deliver all materials in manufacturer's unopened packages artd store all materials under cover. Do not double stack palletized material. El WHAT THE PROS SAY John Kurowski, Owner Kurowski Developmen When it comes to installing flashing tapes around win- dows and doors, it is important to use quality materials installed properly. Grace's instructional CD clearly sup- ports the old saying 'a picture is worth a thousand words.' That kind of field support helps me instruct our trade contractors better, and helps me be a better builder. So, when it comes to door and window flashing tapes, flash it, flash it right, wrap it tight, with Grace VycorPlus flashing tapes." Bill Fox, Senior VP of Construction Davis Homes, LLC It's critical in constructing homes in the Midwest that the integrity of the building envelope is preserved and protected against water infiltration. Installing Grace Vycor Plus Self -Adhered Flashings at all vulnerable points, including around doors and windows, has made our job a lot easier at Davis — no more costly call-backs due to unwanted water and moisture damage. Thanks to Grace, we now have a product with ultimate sealing performance." Jim Standish, Managing Director i The Finishing Touch Inc. U Grace Vycor Plus is the best self -adhered flashing tape material on the market. We use Grace Vycor Plus Tape for all of our flashing needs. Using Grace Vycor Plus Tape eliminates your call-back problems." a Bill Gallagher, Owner Boston Building Company Grace Vycor Plus is the best window and door flashing membrane in the market. Why? It's the only material that sticks at colder temperatures and it is bullet proof against wind -driven rain and snow. With Grace Vycor Plus you can rest assure there won't be any water intrusion." www.graceconstruction.com www.graceathome.com El HAT THE PROS SAY Joe Lstiburek, Ph.D, P Eng. Principal. Buildina Science Mold problems cannot exist without water problems. No water problems, no mold problems. The sooner the water is directed out of the building structure, the better. The best expression of this concept is a flashing. Flashings are the most underrated building enclosure component and arguably the most important. Window and door components within the opening can leak, especially if installed improperly or if they are of poor quality. Even the best made windows and doors can leak as they age. Therefore, all windows and doors, as well as all other critical detail areas, have to be properly flashed. Self -adhered flashing membranes, such as Grace Vycor Plus Tapes, are the first line of defense against water damage of building structures." Barry G. Hardman, Chairman ASTM Fenestration Installation Task Group (developed ASTM E 2112 - Standard Practice for Installation of Exterior Windows, Doors, and Skylights), National Institute of Building Science, Vice Chairman, BETEC National Building Science Corp., Partner Without question, the most important materials that can be used in modern home construction are properly selected housewraps/membranes that, when used together with a flashing system, can stop damage that occurs from liquid water breaching the claddings. Installation methods of these materials are critical, as improper installation can render the materials useless. The key is to have one building envelope, integrated and protecting the structure from water damage, from the roof to below the foundations." Flanged Window VCRDET-100 Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS — TIIIHR- RESISTIVE STIVREBARRIER TAPE 3 nssF e o wiroowl o WEATHER- FOLD UP WEATHER - RESISTIVE RESISTIVE BARRIER & BARRIER TEMPORARILY SECURE EXTERIOR a SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) I I 01 I O IIII GRACE VYCOR® PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDET-101 Option 1 - Low Exposure Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace Vycor Plus head flashing under weather -resistive barrier 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of windowsill plate 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Notes: EXTERIOR SH EATHING 1. For the most current details, installation video NAILING FLANGE and product information, see our web site at MECHANICALLY FASTEN AS www.graceconstruction.com NECESSARY IN CORNERS THROUGH GRACE VYCORO PLUS 2. RIPCORD° (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation 3 D 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower GRACE® - VYCOR PLUS GRACE GRACE& VYCOR : half of sill flashing until future tie-in v PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT FLASH OVER ' 6. Detail also relevant for Grace Vycor V40 BOTTOM NAILING FLANGE a 0 Ma P_ P1 O Z M 32, Flanged i indow VCRDET-102 Option 2 - AAMA Recommendation Notes EXTERIOR NAILING FLANGE SHEATHING 1. For the most current details, installation video and product information, see our web site at MECHANICALLY FASTEN AS www.graceconstruction.com NECESSARY IN CORNERS THROUGH GRACE VYCOR° PLUS 2. RIPCORD (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3 O 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower GRACE I ; VYCOR®PLUS GRACE half of sill flashing until future tie-in z VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps I 6. Detail also relevant for Grace Vycor V40 I DO NOT FLASH OVER J BOTTOM NAILING FLANGE Flanged Window VCRDET-103 Option 3 - Severe Exposure MECHANICALLY FASTEN F NECESSARY IN CORNERS THROUGH GRACE VYCORU PLUS 5 I , I GRACE VYCOR® (a PLUS I I I DO NOT FLASH OVER BOTTOM NAILING FLANGE Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD (Split Release on Demand) can be SILL PLATE SEE VCRDET-106 removed from Grace Vycor Plus for ease of FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower VYCORO PLUS half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Half Round Window VCRDET-104 Option 1 - Low to Moderate Exposure REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING GRACE VYCORo Half Round Window VCRDET-105 Option 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE 2 CORNER PATCH SEE VCRDET-504 FOR OPTIONS) Notes: 1. For the most current details, installation video SILL PLATE SEE VCRDET-106 and product information, see our web site at FOR OPTIONS) www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of Installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. VYCORO PLUS as necessaryMechanicallyfastenry 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate Options VCRDET-106 OPTION - A CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP SILL PLATE NOTE #2 WALL SHEATHING VINYL WALL SHEATHING Tie-in with Vinyl Siding at Window Sill VCRDET-107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. RD® Install Grace Vycor Plus and weather -resistive barrier to form RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus SillSEEVCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) VEATHER-RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Exterior Sliding Door with Deck VCRDET-200 Flashing Installation After Weather -Resistive Barrier d __? SEE VCRDET-201 9P K MECHANICALLY FASTEN I 0 AS NECESSARY IN CORNERSTHROUGH `----- GRACE VYGOR® PLUS - - GRACE i VYCORO PLUS = f Exterior Door with Deck VCRDET-201 EXTERIOR SHEATHING FOLD UP WEATHER - RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER -RESISTIVE BARRIER M. PUTE ASS\S 0P CORNER PATCH SEE VCRDET-504 p FOR OPTIONS) GRACE VYCOR® PLUS SEAL TOP OF JOISTS UNDER DECKING SEE VCRDET-301) Tie-in With Weather -Resistive Barrier: 1. Integrate installation of weather -resistive barrier with Grace Vycor Plus to form water -shedding laps 2. RIPCORD® (Split Release on Demand) has been removed at sill for ease of installation and/or coordnation of other trades 3. Score and fold weather -resistive barrier above header to allow for Grace Vycor Plus installation 4. Install Grace Vycor Plus head flashing under weather - resistive barrier; mechanically fasten as necessary 5. Fold weather -resistive barrier back over head flashing and seal with weather -resistive barrier tape Notes: 1. For the most current details, installation video and product information, see our web site at www.grace- construction.com 2. RIPCORD (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. Detail also relevant for Grace Vycor V40 DOOR ROUGH OPENING Notes: 1. For the most current details, installation video and WEATHER -RESISTIVE product information, see our web site at BARRIER (OPTIONAL) CORNER PATCH www.graceconstruction.com SEE VCRDET-504 FOR OPTIONS) 2. RIPCORD (Split Release on Demand) can be removed from Grace Vycor Plus for ease of GRACE VYCOR®PLUS LEAVE RELEASE PAPER ON O3 LOWER HALF OF SILL installation FLASHING UNTIL TIE-IN 3. Install Grace Vycor Plus in order shown by numbersWITHDECKFLASHING 4. Install Grace Vycor Plus and weather- D resistive barrier to form water -shedding laps SEAL TOP OF JOISTS SUBFLOOR UNDER DECKING 5. Install Grace Vycor Plus around remaining door unit SEE VCRDET-301) per Grace Door Details (VCRDET-100 to 103) RIM JOIST 6. Detail also relevant for Grace Vycor V40 r y k, d-,=EXTERIOR;DOOR WITH D )- sba N Joist Hanger VCRDET-300 DECKING GRACE VYCORO DECK PROTECTOR SEE VCRDET-301) WEATHER -RESISTIVE BARRIER (OPTIONAL) WALL SHEATHING GRACE VYCOR® PLUS JOIST --/ HANGER GRACE VYCOR®- DECK PROTECTOR Top of Desk Joist VCRDET-301 RIM JOIST FLUSH TO OF JOIST R ST Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Ensure that the Grace Vycor Flashings are not permanently exposed to LIV 5. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. All exposed (uncovered) flashing along most outer edge should be trimmed flush with joist to prevent damage from UV Column/Post Base VCRDET-302 UI` Notes: PRESSURE GRACE VYCOR DECK PROTECTOR® 1. Visit www.graceconstruction.com for the TREATED WOOD most current details, installation video and product literature for furthere informationm GRACE VYCOR DECK PROTECTOR® GALVANIZED 2. Apply Grace Vycor Deck Protector onto m CONNECTOR pressure treated wood wherever galvanized m connectors would come into contact with CONCRETE m TRIM GRACE VYCOR DECK pressure treated wood GD PROTECTOR ®AS NOTED BELOW 3. Fasten galvanized connector per manufac- turer guidelines and use appropriate hot -dipped galvanized fasteners per ASTM A153 4. All exposed Grace Vycor Deck Protector a: should be trimmed flush to galvanized connector to prevent UV exposure d 5. Grace Vycor Deck Protector does not need to be trimmed if covered with decorative trim or other appropriate material Tension Tie-Downs/Sill Plate Connectors VCRDET-303 Notes: TENSION TIE -DOWNS: SILL PLATE CONNECTORS: 1. Visit www.graceconstruction.com for the most current details, installation video and GALVANIZED CONNECTOR product literature for furthere information NON -PRESSURE (FOLD DOWN & TREATED WOOD SECURE PROPERLY) 2• Apply Grace Vycor Deck Protectoro Onto PRESSURE TREATED GRACE VYCOR DECK PROTECTOR pressure treated wood wherever galvanized WOOD (WRAPAROUND connectors would come into contact with GALVANIZED' o SILL PLATE) PRESSURE TREATED CONNECTOR . - J:. =_ pressure treated wood WOOD r o u 3. Fasten galvanized connector per manufac- GRACE VYCOR turer guidelines and use appropriate1DECKPROTECTOR -.. d . hot -dipped galvanized fasteners per ASTM A153 CONCRETE ° 4. If Grace Vycor Deck Protector is to be CONCRETE °a FOUNDATION "'. d exposed t0 UV, It Should be trimmed FOUNDATION GRACE VYCOR®FLASHING flush to galvanized connector to prevent GRACE VYCOR® FLASHING ( SEE VCRDET 5)6 & 506) UV exposure SEE VCRDET 505 & 506) Stucco Window Head VCRDET-400 Notes: EXTERIOR STUCCO 1. For the most current details, installation video BUILDING PAPER and product information, see our web site at SLOPE www.graceconstruction.com 0.3 in: 12.0 in 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation. STUCCO LATH 3. Grace Vycor Plus can be substituted for building paper BUILDING PAPER 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE VYCOR® PLUS 5. Detail also relevant for Grace Vycor V40 WINDOW UNIT Stucco Window sill VCRDET-401 Notes: WINDOW UNIT 1. For the most current details, installation video and product information, see our web site at SLOPE 0.3 in: 12.0 in www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation GRACE VYCOFP PLUS 3. Grace Vycor Plus can be substituted for building paper STUCCO LATH 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. Detail also relevant for Grace Vycor V40 BUILDING PAPER EXTERIOR STUCCO Stucco Parapet Wall VCRDET-402 SLOPE 0.3 in: 12.0 in Z GRACE VYCOR® PLUS EXTERIOR STUCCO Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation STUCCO LATH 3. Grace Vycor Plus can be substituted for building paper 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. Detail also relevant for Grace Vycor V40 BUILDING PAPER Stucco Sill / Potshelf / Chimney Shoulder VCRDET-403 WINDOW UNIT SLOPE 0.3 in : 12.0 in GRACE VYCOR®PLUS EXTERIOR STUCCO BUILDING PAPER STUCCO LATH l Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Grace Vycor Plus can be substituted for building paper 4. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 5. Detail also relevant for Grace Vycor V40 Outside Corner VCRDET-500 WEATHER-RESIS BARRIER (OPTIO GRACE VYCORO PLUS Wall -to -Wall Outside Corner VCRDET-501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com HEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE VYCOR® PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) R is Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD@ (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET-502 ASPH Wall -to -Wall Inside Corner VCRDET-503 VINYL SIDING VYCOR' SIDING RUBBERIZED ASPHALTADHESIVE E _ R® PLUS ED RELEASE I R BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDS' (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper WOOD SIDING DV/-U[UJ 5. Fold as shown by arrows 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner 7. Install Grace Vycor Plus and weather -resistive bar- rier to form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options VCRDET-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycoro Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A PATCH -A Option-B PATCH-B Option-C 0ATC I RELIEF CUT INSTALLED AT CORNER f-nI I-W INSTALLED AT CORNER I - I VI I-V INSTALLED AT CORNER Foundation Sill Plate VCRDET-505 Option 1 WEATHER -RESISTIVE BARRIER (OPTIONAL) SIDING EXTERIOR - SHEATHING GRACE VYCOR® c ' n Foundation Sall Plate VCRDET-506 Option 2 WEATH BARRIE SIDING EXTERI SHEATI STUD WALL SILL SEAL GRACE VYCOR® PLUS FOUNDATION WALL STUD WALL SILL SEAL GRACE VYCOR® PLUS FOUNDATION WALL Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD'° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD @ (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 rNr_ ram. FOUNDATIO.NSILLOP_TION4 f Technical Letter 1 Chemical Compatibility with Other j Building Materials and Sealants Frequently during the design of an assembly, the designer will question the chemical compatibility of self -adhered flexible flashings with other materials. Grace Vycor" Self -Adhered Flashings (Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector) are chemi- cally compatible with most substances and products that are normally present in common application environments. Grace Vycor Self -Adhered Flashings are compatible with acids, bases, and salts. Generally, there is no chemical compatibility issue if a material contacts the high -density polyethylene surface of the self -adhered flashing. If the contact area is the rubberized asphalt component of the flashing, there is need to investigate further. As a general rule, the material must be sound, functional and firmly bonded to the substrate. The design of the connection between the two materials will vary depending on the composition of the material. Some of the more common materials are detailed below. Building Materials Grace Vycor Self -Adhered Flashings are applied directly to exterior sheathing panels such as plywood (including fire -treated plywood), oriented strand board (OSB), exterior gypsum board, glass mat sur- faced gypsum board, and extruded polystyrene. Grace flashings are compatible with chromated copper arsenate (CCA), alkaline copper quaternary (ACO), ammoniacal copper zinc arsenate ACZA), pressure -treated woods and pressure -treated plywoods. Window & Doors The rubberized asphalt of Grace Vycor Self -Adhered Flashings is compatible with rigid polyvinyl chloride (PVC), but not plasticized polyvinyl chloride (flexible PVC). Some arched/round shape win- dows may use a flexible PVC nailing flange. Consult with the window manufacturer to determine if the nailing flange is con- structed of flexible PVC. Note: Per ASTM E2112, 'The application of sealant to the exterior face of the (window) flange is not necessary if using self-adhesive type flashing over the mounting flange. " Weather -Resistive Barriers Grace Vycor Self -Adhered Flashings are applied to the structural substrate. They should be integrated with the weather -resistive barrier to form water -shedding laps. Grace Vycor Self -Adhered Flashings are compatible with the following weather -resistive barriers: Spun -Bonded Polypropylene • Polyurethane Coatings Spun -Bonded Polyethylene • Polyethylene Sheet/Visqueen Red Rosin Paper • Asphaltic Dampproofing Asphalt Saturated Felt • Perm -A -Barriers Wall Membrane Sealant and Caulking Materials Most sealants are chemically compatible with Grace Self -Adhered Flashings provided that the sealant is applied to the high -density polyethylene film component of the flashings. The following sealants are chemically compatible with the adhesive side of Grace Vycor Self -Adhered Flashings if the specific formulation does not contain hydrocarbon solvents: Silicone • 1-Part Polyurethane Acrylic • 2-Part Polyurethane Butyl Remove excess sealant prior to installing flashing. Non -Compatible Materials Grace Self -Adhered Flashings are not compatible with the following substances: Creosote Hydrocarbon Solvents Pentachlorophenol EPDM Polysulfides Flexible PVC Diesel Fuel Uncured Neoprene Gasoline/Oil High concentrations of pitch resin from soft wood) Primers Only Grace approved primers should be used with Grace Self - Adhered Flashings. Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector are compatible with the following Grace primers: Perm -A -Barrier° WB Primer Bituthene@ Primer B2 Technical Letter 2 Exposure Guidelines Grace Vycor° Self -Adhered Flashings (Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector) are not intended to be left permanently exposed to direct sunlight. Flashings should be covered and protected from sunlight as soon as possible. Grace Vycor Self -Adhered Flashings may be left exposed up to 30 days if necessary, to accommodate construction scheduling or weather problems. Exposure time of up to 60 days may be acceptable when Grace Vycor Deck Protector is used for corrosion protection. It is recommended that this product be trimmed around the con- nector to limit direct UV exposure (for instance at post bases). During the time period the product is left exposed there are two primary factors that could affect the flashing: heat and ultravi- olet (UV) radiation. Product performance should not change, but there may be some changes in appearance depending on the cli- mate and length of exposure. After 30 days exposure, it is possible for the membrane to appear slightly wrinkled. There may be a small amount of curling at the edges of the membrane. Before covering the membrane after such a long exposure, the flashing should be inspected to ensure that any wrinkling, curling or other movement that has taken place has not affected typical detail areas. Visit www.graceconstruction.com for a complete list of common flashing details. If a wrinkle extends to the edge of an overlap, it must be cut, pressed down, and patched before the wall covering is installed. Extend a patch 6 inches in all directions, where applicable, past the damaged area. If exposures longer than 30 days are anticipated, please con- tact your local Grace representative. Technical Letter 3 Cold Temperature Applications U The long-term adhesion of self -adhered flashings will be unaf- fected by lower temperatures provided that the initial adhesion is satisfactory (such that the flashing remains adhered until the wall or deck covering is installed). The information below provides use- ful guidelines to promote initial adhesion at colder temperatures. Grace Vycor Self -Adhered Flashings (Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector) can be applied when substrate, air and membrane temperatures are 25°F or above. When installing these products in cold or marginal weather conditions, the following guidelines can improve initial adhesion: Ensure that substrates are free from frost, dust, or other conta- minants Keep material warm until use Gently warm membrane adhesive using a hot air gun Roll the entire membrane firmly paying special attention to seal all seams Mechanically fasten the membrane at all vertical terminations using only smooth shank fasteners Prime substrate with Perm -A -Barrier WB Primer and allow to dry prior to installing flashing Technical Letter 4 Surf ace'Preparation Grace Vycor° Self -Adhered Flashings (Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector) are to be applied directly to a clean and dry surface. Some suitable substrates include wood, pressure -treated wood, plywood, wood composi- tion, oriented strand board (OSB), metal, vinyl, concrete, masonry and gypsum sheathing. For additional information, refer to product literature and Technical Letter 1, "Chemical Compatibility with Other Building Materials," located on our web site at www.graceconstruction.com. Remove dust, dirt and loose nails. Protrusions must be removed. Surfaces shall have no voids, damaged or unsupported areas. Repair surfaces before installing the membrane. Priming is generally not required for most substrates provided they are clean and dry. However, on concrete, masonry and DensGlass Gold®, apply Perm -A -Barrier WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perm -A -Barrier WB Primer is 6-8 m2/L (250-350 ftz/gal). Substrate PAB-WB Primer Wood Pressure -Treated Wood 81 Plywood Wood Composition 0 Oriented Strand Board (OSB) p Metal Vinyl Concrete 49 Masonry 40 Gypsum Sheathing O DensGlass Gold Priming substrate is recommended O Prime substrate if adhesion is determined to be marginal Priming is not likely required For any building materials not listed, please contact your local Grace representative. f] Technical Shelf Life ter 5 The shelf life of Grace Vycor Self -Adhered Flashings (Grace Vycor Plus, Grace Vycor V40 and Grace Vycor Deck Protector)is highly dependent on storage conditions. In general, these products should be stored in their original, unopened packaging at ambient temper- atures between 5-32°C (40-90°F) under dry conditions and from exposure to direct sunlight. Grace Vycor Self -Adhered Flashings should be used within one year from the date of manufacture. We have some real pros too at our Technical Support Center. Many of our Technical Assistants have spent years in the field, just like you. If you ever need assistance or just have questions about using Grace Vycor Self -Adhered Flashings, give us a call. For Technical Assistance call toll free at 866-333-3SBM (3726). For Technical Assistance call toll free at 866-333-3SBM (3726). Visit our web sites at www.graceconstruction.com and www.graceathome.com W. R. Grace & Co. -Conn., 62 Whittemore Avenue, Cambridge, MA 02140 Grace Ice & Water Shield, Vycor, RIPCORD, Vycor Deck Protector, Perm -A -Barrier, and Bituthene are registered trademarks and "Flash It Right" and "Deck It Right" are trademarks of W. R. Grace & Co. -Conn. DensDack and DensGlass Gold are registered trademarks of Georgia-Pacific Gypsum Corporation. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale which applyto all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. Grace Construction Products, W. R. Grace Co. -Conn., 62 Whittemore Ave., Cambridge, MA 02140. This product may be covered by patents or patents pending. Copyright 2004. W. R. Grace & Co. -Conn. GRACE TP-075A Printed in U.S.A.11/04 DA/1-I/10M Construction Products GeorgiaPacific Deiwo%IsArmor Plus@ Interior Panels Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus® Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum -board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools° (CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment with screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125'F (52°C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC 5102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus® Fireguard C® panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C165B, ASTM C1396 Section 7 and ASTM C1177. continued — Stamps/Signatures Georgia-Pacific Technical Service Hotline 1.800.225.6119 orDensArmorPIus° Interior Panels www.gpgypsum.com Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction" For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 112" 02.7 mm) 1/64" (0.4 mm) 112" (12.7 mm) 1/64" (0.4 mm) 5/8" 05.9 mm) 1/64" (0.4 mm) 5/8" 05.9 mm) 1/64" (0.4 mm) Width, standard" 4' (1219 mm) 3/32" (2.4 mm) 4' 0219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard' 8' (2438 mm) to 12'(3658 mm) 1/4" (6.4 mm) 8' (2438 mm) to 12'(3658 mm) 1/4" (6.4 mm) 8' (2438 mm) to 12'(3658 mm) 1/4" (6.4 mm) 8' (2438 mm) to 12'(3658 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/mz) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance7, Perms (ng/Pa • s • mill 10 (570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10-6 6.25 x 10-6 6,25 x 10-6 6.25 x 10-6 Coefficient of thermal expansion, in/in/°F (mm/mm/'C) 8.5 x 10-6 (15.3 x 10-6) 8.5 x 10-6 (15.3 x 10-6) 8.5 x 10-6 (15.3 x 10-6) 8.5 x 10-6 (15.3 x 10-6) Flexural strength, parallel, Ibf.3 ^ (N) z80 (356) 2-80 (356) 2-100 (444) 2-100 (444) Flexural strength, perpendicular, Ibf.3 4 (N) 2-100 (444) a100 (444) 2140 (622) 2140 (622) R Value', ft2• °F• hr/BTU (ml- K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.' ° (N) z80 (356) z80 (356) z90 (400) z90 (400) Hardness core, edges and ends, Ibf. (N) al (67) z15 (67) 2-15 (67) z15 (67) Water absorption (% of weight)',' 5 5 5 5 Surface water absorption'•I 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection" 52/8" (6.4 mm) s2/8" (6.4 mm) s1/8" (3 mm) 2'.1/8" (3 mm) Bending radius' 6' (1829 mm) 6' 11829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes a Tested in accordance with ASTM C518 Tested in accordance with ASTM C473 Specified values perASTM C1658 and ASTM C1177 5 Double fasteners on ends as needed 6 As defined and tested in accordance with ASTM E136 or CAN/ULC S 114. Tested in accordance with ASTM E96 (dry cup method) till,. Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest: 1-800-876-4746 South Central: 1-800-231-6060 Southeast: 1-800-327-2344 Northeast: 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com 02014 Georgia-Pacific Gypsum LLC. All rights reserved. 1/14. GP -TM Lit. Item 1532248. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific DensGiassN Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests aver the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued—*- Stamps/Signatures GeorgiaPacific ensGlass® Sheathing Physical Pro Width, nominal Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weiqht, nominal, lbs./sq. ft. (Kq/m2) 1.9(9) 2.5(12) Bending radius' 6' (1829 mm) 8' (2438 mm) Racking strength', lbs./ft. (dry) (N/m), Ultimate -not design value >540 (787B) >654 (9544) Flexural strength'.', parallel, Ibf. (N), 4' weak direction z80(356) z100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflections 4 <2/8" (6 mm) <1/8" (3 mm) Permeancez,Perms (nq/Pa•s•mz) >23(1300) >17(970) R Value', ftz-' F•hr/BTU (ml-K/W) .56 (0.099) .67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)e 6.25 x 10 fi 6.25 x 101 Surface burning characteristics per ASTM E84 or CAN/ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 10-1 8.5 x 10-1 in/in/°F (mm/mm/°C) (15.3 x 10.99 (15.3 x 10-99 Tested in accordance with ASTM C473 1 Tested in accordance with ASTM E96 (dry cup method) 3 Tested in accordance with ASTM C51 B (heat flow meter) Specified values per ASTM C1177 I Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest: 1-800-876-4746 South Central: 1-800-231-6060 Southeast: 1-800-327-2344 Northeast: 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com 02014 Georgia-Pacific Gypsum U.C. All rights reserved. 1/14. GP -TM Lit Item 1532250. e Double fasteners on ends as needed e Tested in accordance with ASTM E72 As defined and tested in accordance with ASTM E136 or CAN/ULC S114 e As stated by Gypsum Association GA-235 Tested in accordance with ASTM E228-85 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our,website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Florida Building Code Online Page 1 of 1 RtApitl0. tlHPARTMIiNT tlRt _ r -' , Bsness&ProfessonalRegulafion_ , BCIS Home I Log In User Registration ; Hot Topics ; Submit Surcharge I Stats & Facts Publications i FBC Staff { BCIS Site Map 1 Links 1 Search i Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By atus FL15000-R2 Revision Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. 813) 767-6555 Approved History Approves Dy ucrK. Approvais Dy unrK snap oe rewewea ano rauneo oy one ry ano/or me L.omrnissign n necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released. in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: mmnn ® eCheck la Credit Card Safe https://www.floridabui[ding.org/pr/pr_app_lst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 3 mv.. e Uz, " i, lip..I I Professional Regulation -,:w i i - Wit: . , osrR H4kE ,n6Cut OBPR OHplt clal6 owa'.caRtacttlsprt'. Ore Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 7 Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/CSA101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15000 R2 Eauiv FL - 15000 Eauiv of Standards odf https: / /www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 68 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https: / /www.floridabuilding.org/pr/ pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) Back next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Wh k Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 THERMA TRU DOORS I IS INDUSTRIAL DR., EDGERTON, OH 43517 FIBER CLASSIC / SMOOTH STAR" INSWING FIBERGLASS DOOR W/ WOOD FRAMES NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of 37.5LT' MAX. the FBC. OVERALL WIDTH 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET k DESCRIPTION 1 Typical elevations, design pressures R general notes 2 Door panel details (Smooth star) 3 Door panel details (Fiber classic) 4 Sidelite panel details 3 glazing details 5 Vertical cross sections 6 Horizontal cross sections 7 Horizontal cross sections 8 Buck Anchoring 9 Frame anchoring 10 Frame anchoring 1 I Astragal details 12 Bill of materials & Components F 00 w L 105.50" MAX. OVERALL FRAME WIDTH 3 5 W = oM w t 2 3 6EI V6 6 LIJ Ll LIP_4 1 2 5 5 SINGLE INSWING UNIT x DOUBLE WISIDELITES INSWING UNIT oxxo 68.50' MAX. OVERALL WIDTH 3 11>5 n I ®® 111 SINGLE WZSIDELITESIN WIN NIT Dxn 74.50" MAX. OVERALL IFRAMEWIDTH 3 D DOUBLE INSWING UNIT xx gij N pRESS11Rti RA11N.G UNIT TYPE _ 1KHERE WATER FILTRATIQN REQl/1REMENT IS NAFNEEDrp SINGLE 67.0 67.0 DOUBLE 55.0 55.0 SINGLE B, DOUBLE 55.0 55.0WITHSIDELITES C3 E N U L z° N N rn J O b N IM D 1) u No a O ZZm 9 ccGmaaa.. owc. er: JK cHK. er: LFS FL-15000.2 sHEEr I OF 12 EXTERIOR 6 i * a Ci M 26 i `> > 31 m nnm Z d 6oro°0z6 _ U 4I 0 x Z <. INTERIORtii N 9 p od 30 c w mdkT c 0 36.00" MAX. E o= DOOR ° w 0 3d PANEL WIDTH 1 /HORIZONTAL CROSS SECTION DOOR PANEL Fp p¢ N 2.375"—{ EXTERIOR INTERIOR aig m e WU w ao w 0- 00 = 23 fn 1.531" U coo ov f o• o_ 2 m m LOCK BLOCK \ TOP RAIL SMOOTH STAR) (SMOOTH STAR) o N Ln d z w o D 1 L DOOR PANEL 1183" o Of1.183" Smooth Star w I_L 1.531" u I = 0 O a z o oATE:02/24/12 z LTCH STILE \ HINGE STILE BOTTOM RAIL SCALE: N.T.S. ° SMOOTH STAR 1 (_ z 1 VERTICAL CROSS SECTION owc. BY: JK m' SMOOTH STAR) (SMOOTH STAR) 2 DOOR PANEL CHK. BY: LFS 3 DRAWING NO.: FL-15000.2 N 0 SHEET 2 OF 12 30 EXTERIOR 6 3 4 2 C; a pi z C; 0 nQN z z 0INTERIORToncc wo/ 5 a:(L I, mGo 6 36.W'MAX. , z D001 HORIZONTAL CROSS SECTION o c Lj PANEL WIDTH 3 DOOR PANEL cc 2.375'--1 EXTERIOR INTERIOR 1.531" 77N77FT 15 iy C, CZ Co 0 23 CZ 0 m C 78 e 3 < a1.209" 30 LOCK BLOCK , TOP RAIL FIBERFCLASSIC) z FIBER CLASSIC) LQ 1.209" CC) DOOR PANEL 3 LATCH STILE 1.531 ABER CLASSIC) a. Fiber Classic . w, 5 HINGE STILE BOTTOM RAIL (-2'* VERTICAL CROSS SECTION DATE: 02124112 FIBER CLASSIE) ,f (FIBER CLASSfC)J DOOR PANEL SCALE: N.T.S. DWG. BY: JK CHX. ETY. LFS i DRAWING NO, FL- 15000.2 SHEET 73: OF 12 453" GLASS 34 32 WE 1/2" MIN. 40 GLASS THK. EXTERIOR 1/8" TEMPEGt GLASS RED 25" STEEL INTERIOR INTERCEPT SPACER 41 SEE NOTE 1 5" INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL 13.93" MAX. PANEL WIDTH 7.12" MAX. n 1 n winrH AIR SPACE 118" TEMPERED GLASS EXTERIOR INTERIOR 463" GLASS BITE 25" STEEL INTERCEPT SPACER SEE NOTE 1 5" INSULATED GLASS W/ BTS LITE FRAME GLAZING DETAIL 1/2" MIN. GLASS THK. 118" TEMPERED GLASS AIR SPACE 1181, TEMPERED GLASS 1 HORIZONTAL CROSS SECTION 4JSIDELITE PANEL 0 2.459" 2.713" 1.712 { w w S v jf 1 1.713" j g Ci rn4cim iry T H — { II---1.64T' 1.647 PLASTIC LIP LITE FRAME 1 PLASTIC LIP LITE FRAME BTS TCM SIDELITE PANEL Smooth Star EXTERIOR 1.077' zo o 42 (w \ SIDELITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE, SG=0.43 zo j —1 1.077' I 7 1.531" { 1 SIDELITE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE, 1 VERTICAL CROSS SECTION 4 SIDELITE PANELil-c NOTE: 1. Spacing for item #41 (lite frame screws) is as follows: From the top down on sides; 5.5', 16.5", 27.5". 38.375". 49.375" & 60.375". There are 2) screws both top and bottom at 2.125" in from each corner. SG=0.43 onTE: 02/24/ 1 SCALE: N.T.S. DWG' BY: JK CHK. BY: LFS DRAWING NO.: FL-15000.2 SHEET 4 OF 12 z CL: VERTICAL CROSS SECTION DOOR PANEL 71 z INTERIOR 7 z z 8 EXTERIOR VERTICAL CROSS SECTION Shown w11x sub —buck z 2 1. The sidelite is direct set into the jamb with (10) item 43 a #8 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down at 13.5". 31", 48.5" & 66". There are (2) at the header of 4" in from the outside corners of the frame. There are 2) item #13 a #8 x 2 1 12" pfh. wood screw at the sill, 4" in from the outside corners. 50 53 z A z 16 Pi 9in . t2 17 onmi 20 x zo z J 42 En 5 6 o (L z6 Q: SEE NOTE I Ld E 6 33 v) 34 Q cn Ln ofu EXTEROR INTERIOR —i ur C) o 13 SEE NOTE 1 DATE: 02/24/12 SCALE: N.T.S. DWG, By: JK CHK. BY: LFS 2 VERTICAL CROSS SECTION DRAWING NO, SIDELITE PANEL FL— 15000.2 SHEET 5 OF _12 1-1/4" MIN. EMB. )TYP.) 1) HORIZONTAL CROSS SECTION 6 ® ASTRAGAL 0.1 S' MIN. C-SINK 43 SEE NOTE 1 I 3 HORIZONTAL CROSS SECTION 6 ® SIDELITE BUCK EXTERIOR NOTE 1 WRWM 11 1 HORIZONTAL CROSS SECTION 6 @ HINGE JAMB TO SIDELITE INTERIOR 1. The sidelite is direct set into the jamb with (10) item 43 a #8 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down of 13.5", 31", 48.5" & 66". There are (2) at the header at 4" in from the outside corners of the frame. There ore 2) item #13 a #8 x 2 1/2" pfh. wood screw at the sill, 4" in from the outside corners. i'01 gbh; c m mn ffffl*1'111 m z° On V z 0 Z 0LZmUOY yYa made c '0 0 E vZ cw S 3`d E: 02/24/12 LE: N. T. S. JK c. Err: LFS WING NO.- FL— 15000.2 E _ 6 OF 12 1-1/4"MIN. EMB. (TYP.) 40 13 17 15'MIN. 1. The sidelite is direct set into the jamb with (10) item U: * Z C-SINK 43 a #8 x 2" pfh. wood screw. There are (4) at N: = Q.: O each vertical jamb, from the top down of 13.5', 31 ", 48.5" & 66". W'.• yam. a n There are (2) at the header at 4" in fro( 2) miteme W z rn n EXTERIOR are 2s m 8 13sioe#8rx 112 pf„ ra oodTherescrew at the ri t*11 1 z a " m sill, 4" in from the outside corners. o n m z° ea 7 30 U N zmzL) M 5 w s a. g ota m`da Oz o Lq ( o: ZO U Op o N 16 13 27 50 53 g 0 U 18 INTERIOR iL N 1-1/4" MIN. F N 1 HORIZONTAL CROSS SECTION EMB. (TYP.) o: o No 7 LATCH JAMB TO BUCK a a 27 15" MIN. C-SINK 17 13 y m 35 43 EXTERIOR p; U m 34 8 SEE NOTE 1 Y 33 8 7 N G1 43 N 7 o EXTERIOR 10 NLO a w 36 INTERIOR a Z- o 13 30 10 o 9 16 z 12 50 DATE: 02124112 SCALE: N.T.S. INTERIOR 18 53 owc. BY: JK CHK. BY: LFS HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWN- FL— 15000.2STRIKEJAMBTOSIDELITE 7J 7 HINGE JAMB TO BUCK SHEET _7 OF 72 MASONRY OPENING 2X BUCK i t so TYP. I I I II II II I II II MULLIONII II SHOWN FOR II MULLION II II REFERENCE I SHOWN FOR I REFERENCEIII IIASTRAGAL I SHOWN FOR II II II REFERENCE II I II II II II II II II II II II II II II II II II II II II II II mo DOUBLE DOOR W/SIDELITES BUCK ANCHORING MASONRY OPENING 2X BUCK CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN; MIN.:CLEARANCE MIN CLEARANCE:: ANCHOR.: EMBEDMENT TO MASONRY TO ADJACENT EDGE.... ANCHOR..,:::::, TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACON 2X BUCK MASONRY OPENING 1 IIIIIT II so TYP. II I III /III I MULLIONSII II II SHOWN FOR II II REFERENCE II II II II II II II au II II II II II II II II II II o SINGLE DOOR W/SIDELITES BUCK ANCHORING I I I I I I I II ASTRAGAL II SHOWN FOR I REFERENCE I I I I I I I I I I I I I I I I I I DOUBLE DOOR BUCK ANCHORING 50 TYP. J 12x BUCK 1 MASONR OPENIN i AM N.T.S. BY: JK L BY: LFS SWING NO.: FL-15000.2 c 8 OF 12 TIMASONRY OPENING FRAME 2X BUCK SEE DETAIL 3, B, ,A„ 4” 4" I— II I I II 1 I II 13 W/2X BUCK II —I INSTALLATION SEE DETAIL 52 W/1X BUCK „2„ INSTALLATION TYP. HEAD & JAMBS. 43 TYP. SEE 4--4-4- DETAIL "1 " TYP. SILL 14 L B . A„ VIEW "B" —"B" DOUBLE DOOR W/SIDELITES CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOK ANCHOk MIN? MjN: CLEARANCE MIN; CLEARANCE: TT/pE SIZE :..: is EMBEDMENT TO MASONRY TO ADJACENT :: EDGE.->: ANCHORS-, , IT1N TAPCON ® 1/" 4 1-1/4" 2" 4" ITW TAPCON® 3/16" 1-1/4" S. 1-1/2" IWUUU IUII-W INJIAI-L IILIN NUICJIIVJIAI-L IILIN NUMIJ 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCK SEE DETAIL "4" C,. ,.A" 3" W12X BUCK INSTALLATION W/1X BUCK INSTALLATION O TYP' SEE SILL 14 — 1-1 VIEW"C" —"C•• SINGLE DOOR W/SIDELITES 7 10 10 DETAIL "1" THROW BOLT AT THE THRESHOLD 10 W/2X BUCK 13 56 DETAIL "5" INSTALLATION W/1X BUCK 55 INSTALLATION SEE NOTE 2 DETAIL "2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL 5" Z z WO g om J r z cm ii o) .. z a IN M z Q vUm c oEia o 9 W mgU. o E ' z y c tti 1 VIEW " A" —"A" 13 0 13 DETAIL " J" 13 13 DETAIL " 4" LE: N.T.S. BY: JK BY: LFS WING NO.: FL- 15000.2 E 9 OF 12 W/2X BUCK INSTALLATIONSINSTALLATION SEE DETAIL W/1X BUCK 2" MASONRY TYP. HEAD & OPENING JAMBS. FRAME r U O 2X BUCK SEE DETAIL 14 TYP. SILL SEE 1' DETAIL "3" A.. B,• VIEW "B"-"B" a DOUBLE DOOR CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a maintain the min. edge distance to mortarjoints, additional concrete anchors n may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOk MIN„` MINiCLAR4NCE MIN:CLEARAN..CEO 6YP i;: FMBEDMNT iQ: MASONRY 70: ADiACENT 17W ® TAPCON 1 4" 1-1/4" 2" 4" ITW TAPCON® 3/16" 1.1/4 3" 1.1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8"edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. u 13 W/2X BUCK INSTALLATION_ 52 W/1X BUCK MASONRY INSTALLATION OPENING TYP. HEAD & JAMBS. - FRAME UO, 2X BUCKS SEE DETAIL 4„ O% ^ q um y N ZaG OzoZO U M e n 9mod M O a a m d a EJEoZ V y c IJ Cli SEE DETAIL r 1 VIEW "C"-"C, VIEW 'A" -"A" SINGLE DOOR 13 0 10 W/2X BUCK INSTALLTION 12 13 DETAIL "1" W/1X BUCK 54 10 THROW BOLT AT THE THRESHOLD INSTALLTION DETAIL "3" 10 W/2X BUCK 13 INSTALLATION DETAIL "5" W/1X BUCK 55 56 O INSTALLATION W/2X BUCK 13 INSTALLTION W/1X BUCK 55 INSTALLTION DETAIL "4" DETAIL "2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. z L E:02124112 LE: N.T.S. JK u a: LFS 3 WING NO.: a FL-15000.2 ET 10 or 12 U. dZ Q+ 0 a' 18.88" 18.5" 23" 14.38" { 1111111 n m dZS z 1 mZU may I O. 9 0W 1 a N m 27 TYP. 27 0 E oz w a TYP. TYP. O O Q 1 4.5" 4.5" yQN o J J 3.25' 3.25" w 0 w ¢ 2" xw GO U KO 0.75' 0.75' 0 a 1.910" a a m U m 4 24 0.06S' 0N z o 24 SEE NOTE 1 h fN 0 24 Q a uz 0 r a oOZ DA E: 02/24/12 i NOTE 1 ASTRAGAL DETAIL SCALE: N.T.S. owc. BY: JK m 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP cHK. BY. LFS 3 AND THE BOTTOM. DRAWING NO.: ¢ N FL-15000.2 0 SHEET 11 OF 12 N DESCRIPTION Material SMOOTHSTAR DOOR SKIN .070" MINIMUM THK. FIBERGL SS & FIBER CLASSIC DOOR SKIN A 10" MIN. THK. FIBERGLASS BY THERMA-TRU with yield strength Fy(min.)=6,000 psi FIBERGLASSFFCTOPRAILWOODCOMPOSITE FC LATCH STILE WOOD COMPOSITE FC HINGE STILE PONDEROSA PINE, SG=0.43 WOOD FC BOTTOM RAIL WOOD COMPOSITE POLYURETHANE FOAM 1.9@s. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM LONG REACH COMPRESSION WEATHERSTRIP FOAM 4" x 4' HINGE .097" THK. STEEL 10 x 3 4' I.G. PFH WOOD SCREW STEEL SS BOTTOM RAIL WOOD COMPOSITEr1210x2" LG. PFH WOOD SCREW STEEL 8 x 2-I 2" LG. PFH WOOD SCREW STEEL 1 4" x 2-I 4" TTW PFH CONCRETE SCREW STEEL SIDELITE BOTTOM BOOT .090" EXTRUDED VINYL VINYL 16 2X BUCK SG >= 0.55 WOOD 17 1 MAX. 1 4" SHIM MATERIAL WOOD 18 1 KWIKSET PASSAGE LOCK - SIGNATURE SERIES 19 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.IWOOD 20 HEADER PONDEROSA PINE, SG=0.4J WOOD 21 STRIKE JAMB PONDEROSA PINE, SG=0.43 WOOD 22 HINGE JAMB PONDEROSA PINE, SG=0.43 WOOD 23 KWIKSET DEADBOLT - SIGNATURE SERIES 780 24 HURRICANE ASTRAGAL ALUM. 24A ASTRAGAL FLUSH BOLT STEEL 240 ASTRAGAL FLUSH BOLT RETAINER ALUM. 26 SS HINGE STILE PONDEROSA PINE, SG=0.4J WOOD 10 x 1-1 2" I.G. PANHE40 SHEET METAL SCREW STEEL INSWING DOOR BOTTOM SWEEP VINYL FUSS WOOD LOCK BLOCK PONDEROSA PINE SG=0.43 WOOD SS LATCH STILE WOOD COMPOSITE 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE PLASTIC LIP LITE FRAME BTS BTS PLASTIC LIP LITE FRAME CM iCMIBLANKJAMBPONDEROSAPINE, SG=0.43 WOOD SIOEUTE SIDE STILE PONDEROSA PINE, SG=0.43 WOOD 10 x 1-J 4" LG. PFH WOOD SCREW STEEL SS TOP RAIL WOOD COMPOSITE SILICONE CAULK SILICONE 8-10 x 1-I 2" PLASCREW FOR ITEM 34 STEEL SIDELITE TOP & BOTTOM RAIL PONDEROSA PINE, SG=0.43 WOOD 18 x 2" LG. PFH WOOD SCREW STEEL 50 1 4' x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 51 1X BUCK SG >= 0.55 WOOD 52 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 53 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 54 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 55 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 56 ASTRAGAL STRIKE PLATE STEEL Q' ••• 4.563' :' vo' VIm t 1.063" -1 _ r i * dugg unp, Q- n b• z J z t9 o Z m LJ_ a U R •• a :xza zoaLmOp C v20212235WOODFRAMEr° a n S o t FINGER JOINTED PONDEROSA PINE, SG=0.43 m d E 0Z 1.734" 2.141" K 1.691" wZ N } 0o m uw w 00 xIn NIn V O o F0 a a INSWING DOOR BOTTOM SWEEP 28 EXTRUDED VINYL .OBO WALL MAX. .034" WALL MIN. INSWING SIDELITE BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 5.750' SCALE: N, TS, 19 SELF ADJUSTING SADDLE THRESHOLD owc. er: JK ALUMINUM/VINYL .045" WALL ALUM. CHK. s : LFS 080" THK. WALL VINYL TYP. 1RAW111 No.: FL-15000.2 Florida Building Code Online Page 1 of 1 BCIS Home ! Log In i User Registration i Hot Topics Submit Surcharge I Stats & Facts ! Publications ? FBC Staff i BCIS Site Map Links j Search dHonda r ( ab jaProd uct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Crwrrh Recults - Annliratinnc Refine Search FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14634- R2 Revision Ply Gem Windows Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Locke Bowden 334) 300-1800 Approved History vppruveu uy uo pp-uy uorre soon ue ievierveu auu iauueu oY Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovripht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:// www.floridabui[ding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ON Mt SK WRT BCIS Home Log In User Registration ! Hot Topic ; Submit Surcharge ; Stats & Facts Publications FBC Staff i BCIS Site Map ; Links Search Florida Product Approval p LD1 USER: Public UserIIS e...a Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14634-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ID Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden J Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.1)df Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgsw... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 04/22/2015 04/30/2015 05/12/2015 06/23/2015 10/12/2017 FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW063 SS 2015-01-02.1)df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FL14634 R2 AE PER3054 SS 2015-01-02.1)df Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW063 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 2015-01-02.pdf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW064 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available FL14634 R2 AE PER3055 SS 2015-01-02.pdf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW065 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634 R2 AE PER3056 SS 2015-01-02.pdf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: et;heck Credit1 Safe CCUGILI IE'I71ICS' https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgsw... 11 /29/2017 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(,). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/21NCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. . 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWDA 101/I.S.2 - 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS.FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT TH IS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS & GLAZING DETAIL Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:02:52-05'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" W/O SILL 25/-50 PSF NOT RATED RISER 96" X 96" W/ SILL 50/-50PSF NOT RATED RISER 4 PLY GEMWIND(AWS 433 N. MAIN ST., PO BO% 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m lD N z M yyUi#gZCOmZC] g 2 tL LULU tYU2 i.K. W UOLz V) 0 m H¢m ^ H L u w Z m Li 4 m d !=+ m LJ+ F1.7 d € LL K 4 i m m J V M Z u= v Z003In a DWG #: SHEET: q OF 4 PLY GEMw>u•Ys 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 ro UNIT MAX. WIDTH 96.00" V) : D H05 D.L.O. MAX y PANEL MAX a U l' C' " WIDTH 41.66" WIDTH 45.5" N = p = W Z d V 2 0Q U 9 C 3 3 2075" MAX 6.00" MAX. FROM CORNERS TYP. aJ Q vw3 Z w W Q m Z Q m 0 0 Z H W J Q ZFQ Ea W a 01 INSTALLATION ANCHOR 6.00" MAX. FROM Q CORNERS TYP. a Tm V PANEL M Ed. F MAX. OHEIaaHEIGHT 96 95.001, H O20.75" MAX. O.C. TYP. i--1 Lu iy- a z ELEVATION ANCHOR LAYOUT W Tm z 1"-0m 0 0 DWG #: PGW063 SHEET: 2 OF a1 NIT D.L.O. 7— MAX. MAX. Fol. E "X" HEIGHT HEIGHT 4 4 00" 91.16" O.C. TYPO.C. TYP 2 1/2" MIN. EDGE DISTANCESr VI ^ J/. {'- ,'e1k' 1/4" ELCO TAPCON CONCRETE/MASONRY 0 ' INSTALLATION ANCHOR BY OTHERS 2 1/2" MIN. 4333 MAMOVNTPO BOX 5 59, CAULK BETWEEN j .,• EMBEDMENT RKYVA 24151 CONCRETE/MASONRY d i'• .'• :'. '. IX WOOD BUCK BY OTHERS PH: 540-484-0340 F%: 540-484-6683 m1/4" MAX. EXTERIOR FINISH SHIM SPACE p M M BY OTHERS U) o H ; q 3 PERIMETER CAULK BY OTHERS co o J ^ 1X WOOD BUCK 12 WOOD SCREW 3/4" MIN. EDGE DISTANCE LL3 p = wBYOTHERSINSTALLATIONANCHORw ¢ tb m ¢ HEIGHT SEE GLAZING Bd ROOFING NAIL 2X WOOD FRAME a p p ¢ ¢ aZ DETAIL 1 INSTALLATION ANCHOR INTERIOR (OPTIONAL) BY OTHERS w o " ti a N o EXTERIOR CAULK BETWEEN FIN d 2X WOOD STUD` 11/2" MIN. m a M 6IlIBYOTHERSEMBEDMENT CAULK BEHIND 1/4" MAX. FLASHINg & OVERVERTICALSECTION SHIM SPACE a NAILS BYGOTHERS m3HEAD - CONCRETE/MASONRY EXTERIOR FINISH BY OTHERS PERIMETER CAULK z BY OTHERS 0O.A. DOOR 1 i Z HEIGHT EXTERIOR i/ H O INTERIOR1EXTERIOR INTERIOR ki SEE GLAZING Lb wN 1 DETAIL p HEIGHT SEE GLAZING DETAIL PERIMETER CAULK VERTICAL SECTION BY OTHERS 3 HEAD - 2X WOOD FRAME OFt- PERIMETER CAULK I Z BY OTHERS a CONCRETE/MASONRY 2 1/2" MIN. 1: O •}*• BY OTHERS t' 4 4.1•• EMBEDMENT e• 1/4" ELCO TAPCON N INSTALLATION ANCHOR y .: i'y•, 2 1/2" MIN. EDGE i,,• y DISTANCE m zAVERTICALSECTION u Z SILL - CONCRETE/MASONRY p o Q 2U U) DWG #: PGW063 SHEET: 3 OF 4 V 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR -FF 3/4" MIN. EDGE DISTANCE _ 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING d OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 E HORIZONTAL SECTION 4 JAMB • 2X WOOD FRAME p HORIZONTAL SECTION 4 INTERLOCK 1/4" MAX. 10 PLY.GEMSHIMSPACE V:lid(1lJ'stiS 2 1/2" MIN, 433 N. MAIN 5T., PO BOX 559, EMBEDMENT ROCKY MOUNT, VA 24151 2 1/2" MIN. EDGE DISTANCE PH: 540-484-6348 FX: 540-484-6683 m m 3 O " F-1 6 0 v) w CONCRETE/MASONRY - w N r'o' p V BY OTHERS F z i, 1/4" ELCO TAPCON n o b m m H< m INSTALLATION ANCHOR tyw ' kba p w Z H a W H¢ Z m 1 . w _ 0tua gw CAULK BETWEEN IX WOOD BUCK d m o d CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS a m PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 ZO.A. DOOR WIDTH O F HORIZONTAL SECTION Z 4 JAMB • MASONRY/CONCRETE F-{ U N> 5/8" O.A. INSULATED GLASS Z EXTERIOR O 1* INTERIOR =: 'I`""•:, 75" GLASS BITE •'.I NOTE: ~ rn ca Z u Z ¢ GLAZING DETAIL 1 GLASS THICKNESS AND TYPE o o a N u Z SHALL COMPLY WITH ASTM E 1300 DWG #: REQUIREMENT GLA55 CHARTS. ^ ^ ` , IO 63 SHEET: 4 OF 4 Florida Building Code Online Page 1 of 1 r vR. "_ .. `.. ..-..a. :-.- '_r: .68PR x01lE;ABOUf_08PR CBPROtV19iDNS'yCOhT4Cf.DBFR b a a Product Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL cear h ao rrlr _ er,r,nr•a+I„r, Refine Search FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tyne Manufacturer Validated By Status FL9174-R1i Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Kurt Dietrich PE 704) 564-6867 Approved History vppruvea uy uorn. vppruvats uy vo span ue review- ano rauu uy ure ry anpior ure -mrnusvun IF necesaary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ::. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 M Credit Card Safe https://www.ftoridabuiIding.org/pr/pr_app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 6 z t`" F"s "iN rnE's3'45. g_+7 € r , e e Professronal€Regulations t oevRoialsiDNS' eoxrAct_gsaR Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9174-R1i Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived 01 Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L`Ll Evaluation Report - Hardcopy Received John E. Scates PE-51737 Intertek Testing Services NA, Inc. 06/27/2038 Kurt Dietrich PE Validation Checklist - Hardcopy Received FL9174 R11 COI Cert of Ind Scates 2011 s.Ddf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 https: / /www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: Installation Instructions FL9174 R11 II 0228 318958 P7 odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WD3ambSupplementP16 s pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 r1 s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.ndf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Installation Instructions FL9174 R11 II 0229 318959 P8.pdf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a replacement door. FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174 R11 II 0230 318960 P10.Ddf FL9174 R11 II Track Supplement Chart P10 odf FL9174 Rll II WDJambSupplementP16 s odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.0df Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 R11 II 0231 318996 P5.pdf FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R11 II 0234 319022 P5.pdf FL9174 R11 II Track Supplement Chart P10 pdf FL9174 R11 II WDJambSupplementPl6 s.ndf Verified By: John E, Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 3 of 6 9174.6 15120 / 6100 / 9100 #0235 Limits of Use . Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports F19174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0235 319023 P6.pdf FL9174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Supplement Chart P10 odf FL9174 Rll II WD3ambSupDlementP16 s pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0232 318999 P5.pdf FL9174 R11 II Track Supplement Chart P10 pdf FL9174 R11 II WDJambSupolementP16 s pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0233 319000 P5.pdf FL9174 R11 II Track Supplement Chart P10 odf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Installation Instructions FL9174 R11 II 0236 319024 P6.pdf FL9174 Rll II 319040 P1 Post.Ddf FL9174 RI 1 II Track Supnlement Chart P10 odf FL9174 R11 II WD3ambSupplementP16 s odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 Rll II 0237 319025 P6.pdf FL9174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Supplement Chart P10 Ddf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.11 https://www.floridabui(ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 FL9174 R11 II 0600 319026 P4.pdf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSum)lementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a replacement door. FL9174 R11 AE ASTM A 653.0df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 0601 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 II 0601 319027 P4.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll II WDJambSupplementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the FL9174 R11 II 0602 319028 P5.odf FL9174 Rll II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a replacement door. FL9174 Rif AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.0 Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the FL9174 R11 II 0603 319029 PS.pdf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.1)df Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: FL9174 Rll II 0604 319030 P5.odf FL9174 Rll II 319040 P1 Post.odf FL9174 Rll II Track Supplement Chart P10.1)df FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.1)df Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Installation Instructions FL9174 R11 II 0605 319031 P4.1)df FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSupplementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0606 319032 P6.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.Ddf Impact Resistant: No FL9174 R11 II Track Supplement Chart P10.ndf Design Pressure: +30.00/-33.50 FL9174 Rll II WD3ambSupplementP16 s. df Other: Doors with glazing shall not be used in the Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a Evaluation Reports replacement door. FL9174 R11 AE ASTM A 653.0 FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 319035 P5.12df Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 Rll II Track Suimlement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WD)ambSuoplementPl6 s.pdf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0608 319034 P4.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10. df Impact Resistant: No FL9174 R11 II WD3ambSupDlementP16 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0607 319033 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WD3am1bSupplementP16 s.Ddf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.Odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.Odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a® tChetk E https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 RQIML 1. SHORT GLAZED PANEL OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #Bx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION CODE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE OR 32 GA STEEL BACKER. END CAP TO HAVE A MINIMUM 1.4" DEPTH. 6. 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. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 8. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #8xl" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. 13 GA HORIZ ANGLE- 13 GA FLAG ANGLE- 16 GA MIN HORIZ- TRACK 5/16xl-5/8"- LAG SCREWS MIN 3 AS SHOWN) 16 GA MIN VERT- TRACK 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB JAMB BRACKET LOCATION 15 GA STIFFENED JAMB BRACKETS SEE SCHELDULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK BOTH ENDS (NOT REQUIRED NTH OPERATOR - SEE NOTE 4). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOORHEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-0" ALL 207.2/-230.4 14'-0' ALL 181.3/-201.6 12'-0" ALL 155.4 -172.8 10'-0" ALL 129.5/-144.0 KGWUIHEU UK UUUK WIUIHI LLJb INAN UK EQUAL TO 12"-0". JAMB BRACKET SCHEDULE DOORHEIGHT NO. -OFSECTIONS NO. OF JAMB BRACKETS EACH JAMB) TRACKTYPE LOCATION F CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2') 7'-0' 4 6 01 JB). 13" 01). 25-1 2" JB), 34" (JB). 45-1 4' (01). 63' JB 7'-0' 4 6 FAT JB), 10' (JB), 21-3/4" (JB), 29-3/4" (JB). 42" (JB), 63-1 4" (JB) 8'-0" 5 8 OI JB), 13" (01). 23" (JB), 34" (JB), 47-1/4" (01), 58" (JB), 67" (QI), 75" (JB) 8'-0" 5 e FAT JB). 10" (JB), 21-3 4" (JB), 29-3 4" JB), 48" JB), 57-1 4'. JEI, 66" (JB), 75-1 2" (JB) 8 -0 HIGH UFT ROOF PITCH SEE NOTE BELOW JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SC agn/® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' o TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DF Salton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 91 CF JOHN E. SCATES, PE A` 3121 FAIRGATE DR. MODELS 5140/9400/9600 CARRCLLTON, TX 75007 A DIVISION OF OVERHEAD DOOR CORPFLPE51737TXPE56308/F22O3 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS. 850 474-9890 REVISIONS ESIGN PRESSURE LOADS IN SUPPORTING TRUCfURE AND LARIFIED NUMBER OF ASTENERS AND CENTER INGES REQUIRED FOR ARROWER DOOR WIDTHS. IRB 5/10/06 2 MODIFIED NOTE B TO ITATE THAT LOUVERS RE NOT IMPACT ESISTANT. IRT 6/6/07 13 MODIFIED JAMB IRACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 4 ADDED TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. NCREASED MAX HEIGHT 0 8'-9". ADDED HIGH IFT AND ROOF PITCH RACK NOTE. RT 4/29/09 15 UPDATED TITLE BLOCK RT 5/4/10 N.T.S. SIZE: A DATE NAME I I 3/8/D6 GIRT ED 4/6/06 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 319033 P5 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB - 13 GA ADJUSTABLE FIXTURE ATTACHED TO - WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8" CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING G CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH 0 ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH PATH (2) 1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END NTH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED / EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILUNG ATTACHED) I CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE, DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARO AT THE ENDS THESARLo° ROLLER WITH BARS SHEWSUSBARS,TALL ALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PACE U-BAR OVER WIINTEGRALTH (6) 1/4-20x5/8" RIB AND CRIMPTITE SCREWS (2 OF NTH (2)1/4-206/8" ACH WHICH ARE FACTORY CRIMPTITE SCREWS THRU PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD LLED INTO LOLOCATION (1 THRU FLANGE TOP LEAF, 1 OF U-BAR AND BOTTOMWHICHISFNSTALLEDANDHINGELEAFAND1THRU THRU PREHED HOLE .. WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3)-1/4-14x5/8' PLACE U-BAR OVER INTEGRAL RIB WITH CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/8' SELF DRIWNG CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8" CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS. JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUG-RON DETAILS. 5) SECTION DOORS WITH (6) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - 4) SECTION DOORS WITH (5) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN U-BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8 SELF DRILUNG CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (fi PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8' FROM EACH END. 0 STATIC PRESSURE RATINGS APPROVED SIZES DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" dg1 4 TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" MODELS 5140/9400/9600 DIVISION OF OVERHEAD DOOR CORP PENSACO A, FLORI AR1VE32514 WINDLOAD SPECIFICATION OPTION CODE 0607 REVISIONS I ADDED SUPERIMPOSED SIGN PRESSURE LOADS N SUPPORTING TRUCTURE AND ARIFIED NUMBER OF NSTENERS AND CENTER INGES REQUIRED FOR ARROWER DOOR WIDTHS. RB 5/IO/O6 2 MODIFIED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT FSISTANT. RT 6/6/07 3 MODIFED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 4 ADDED TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. ICREASED MAX HEIGHT D 8'-9". ADDED HIGH FT AND ROOF PITCH RACK NOTE. RT 4/29/09 5 UPDATED TITLE BLOCK RT 5/4/10 N.T.S. DATE NAME I 1 3/8/06 GRT ED 4/6/06 1 MRB SHEET 2OF 2 DRAWING PART NO. I REV 319033 1 P5 O SPLICE PLATE LOCATION e SEE SCHEDULE q 14" MAX i 12" MAX 12" MAX I 1 12" \ MAX 12" MAX 12" MAX T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLDAD CONSTRUC'10N DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP BOLTING DETAIL TRACK 3) 1 /4"-20 TRACK DR CARRIAGE BOLT KITH 1 /4"-20 NUT 13 GA MIN CONTINUOUS WALL ANGLE TRACK 2) 1 /4" X • 7/16 SEMI j TUBULAR RIVITS j o 11 GA MIN \''\ El7• (1) 1 /4"-20 TRACK CLIP SEEOR CARRIAGE BOLT SCHEDULE \'\ j WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL RSW 0 28" 2 i/ 11 GA SEES HIEDU EP j-(1) 1/4"-20 TRACK 13 GA MIN \ I / OR CARRIAGE BOLT CONTINUOUS ! WITH 1/4"-20 NUT WALL ANGLE TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 2 INCH RACK —CUPS —TEXAS ALL ANGLE 12 FOOT IPDATED IPJ 6/11/03 3 UPDATED FORMAT. JCREASED ALLOWABLE RESSURES TO 45.00/-52.00 PSF FOR ALL DOOR WIDTHS. HANGED "TEXAS WALL NGLE" TO "CONTINUOUS ALL ANGLE"- ADDED UBSTRATE MOUNTING ETAIL, CHANGED TO 1-TEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. ADDED MODELS 9B00 ND 8024 WITH OVERLAY 0 TRACK CUP CHEDULE. RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS. IPDATED SPLICE do CLIP ICHEDULES. LP 9/05/07 6 UPDATE MOUNTING ETAIL DRAWINGS. RT 10/C5/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #8 CLIP (REPLACED ATH #9 ACROSS THE IOARD). ALP 1D/24/07 B UPDATED STEEL IOUNTING DETAIL IRB 04/11/08 9 EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/06 110 UPDATED TITLE LOCK RT 6/2/10 HWagner a't®n DATE NAME DRAWN 8/21/07 GRT CHECKED B/21/D7 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN ( 850)A474o9890 32514 DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART 2 3/4" f 1 " EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 6 NO 2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 11 88 22 422 SPF (G=0.42) OR _ _ _ TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT t-"; MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a e. d a d 0 e CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3171 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56309/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF VANDLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHPLATECLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DO HTHEIGPLATE CLIP S FROM BOTTOM TO TOP SPLICE 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOROHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 agn® Dalton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN( 850) A4740RID9B9AD32514 REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITLN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CLIP (REPLACED WITH #9 ACROSS THE BOARD). DLP 1D/24/07 PS UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/00 P10 ADDED MODEL 8700. UPDATED TITLE BLOCK GRT 6/2/10 DATE DRAWN SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P10 A Division of Overhead Door Corporation RM71-1 41 01' , . •• This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "oTE3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 r No. 51737 0 STATE Of ; Q 0,. 4 FLOR+pP?•. . 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)N1E a 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 Na n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 0737 0 STATE OF ; 4- ` iO,• IORIO SS,ONA` 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL, WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)11E3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 Zpt No.51737 0 STATE OF oa ilIIII 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1 Eft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 1 17 1 N/A 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/411. 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" 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. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE5 3/8"0 HILTI KWIK,BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER 11TE4 JAMB(LB/FT) 2500 PSI CONCRETE "oTE' 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLED CMUN1E1 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No. W37 ••' 0 STATE OF ; 4- 1111W 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 aync Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 I No.51737 0 STATE Of /V Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' XHN E. SCATES. PE 3121 FAIROATE DR. CARR0—, TX 75DD7 FL PE 61737 TX PE 66300/T=I PROFE69DNAL ENPNEERS S- PRONGED DNLY FOR VD!IFICATON OF WNDLOAD CONSTRUCTION DETAILS 1 FASTENERS PER SCHEDULES 1 THRU 4 SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. MINIMUM 2,1 1 STRUCTURAL GRADE MA%IMUN LUMBER FOR DOOR ATTACHMENT TO HEIGHT SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOfl ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. 6' MAX. J ODOR WIDTH MINIMUM 2.1 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' 2-3/4- 12) 3/8- SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4-. QETAILI INIM IM. 60p PSI -0N RFTE Q. MAXIMUM DESIGN LOAD CAPACITY OF 20a5 LBS. MINIMUM 2.6 /3 "BIACII'T' LOCKSOUTHERNPINE LUMBER 4' 4) 3/8- SIMPSON TITEN HD SCREW ANCHOR WTH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 4'. INIMI M ]ooD T III I FD CMU NQIEL MAXIMUM DESIGN LOAD CAPACITY OF 2400 LETS. MINIMUM 2.6 /3 IT HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' 4) 3/B- DIA. LAG SCREWS WITH 1-1/4- D.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32- INTO THE MAIN SUPPORT MEMBER. o Tel 1 WOOD _JPPORT STRUCNRF CAPACITYAPMAXIMUMDESIGN LOAD CAPACITYOF2430LBS. FRAWN SHEET I OF 2 Ir.HFrVFD JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 1 P16 wayr® Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 cE aCTFs No. 51737 y 0 STATE OF ZZ N ••!;OR QP p SSION' ; Digitally signed by John E. Scates, P.E Date: 2015.02.20 0959:26-06'00' JDHN E. —TM PE 3121 FAIRGATE DR. CARRIXLTUN. T% 75007 R PE 517V T% PE WMB/F2203 PRDiE55IDNAL ON NEFR'S SEAL PRDND D DNLY FOR VERIDCATION OF WNDLDAD LdlSTW1OTIDN DETAILS. MIN 2500 PSI CONCRETE NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL MIN EDGE [ BE THE SOLE RESPON53BIUTY OF {.-- THE PROFESSIONAL OF RECORD- I ^ FOR THE STRUCTURE / . 3/6' SIMPSON TITEN HO, 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET1/4-2T6' TRACK TAND 1/4-2IX N TRACK DIRECT CONCRETE MOUNTING DETAIL MIN 2 R 4 SPF (G-0.42) OR BETTER WALL STUD UM' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE S0LE RESPONSIBIUTY OF THE PRDFESSIONAL OF RECORD FOR THE STRUCTURE 5/16- LAG SCREW WITH 1-9/32' EMBED IN CENTER OFSNO (3 1MBE FOR EACH JAMB BRA LOCATION JAMB BRACKET 1/4-20-9/16- TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WODD MOUNTING DETAIL MA% 42D lBS PER LAG FASTENER DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 Florida Building Code Online Page 1 of 1 g. BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval USER: Public User Product ADproyal Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Annlications Refine Search FL# 14039 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvl)e Manufacturer Validated By Status FL14039-R2 Revision Ply Gem Windows Category: Windows Subcategory: Single Hung National Accreditation & Management Institute 804) 684-5124 Approved History Approves oy uo Approvals oy un— snap oe reviewea ana raaneo oy me rum ana/or me —mmisson if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck 11 Credit Card Safe https://www.ftoridabuitding.org/pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 r. BCIS Home i Log In i User Registration I Hot Topics ? Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links 1 Searchd1i Florida 3 rProdUut pproval EUSER: PbliUser Product Approval Menu > Product or Aopication Search > Application List > Application Detail FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 7N Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Adam Blomberg ablomberg@plygemwindows. com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/ 22/2015 04/ 22/2015 04/ 25/2015 10/ 12/2017 Year 2005 https:// www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgtG... 11 /29/2017 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.pdf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.pdf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.odf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.pdf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-Rl.pdf FL14039 R2 C CAC NI010367.03-RI.pdf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.pdf FL14039 R2 II PGW030 AT.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.pdf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eprck IM Credit Card Safe https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtG... 11 /29/2017 gr- rz-oorz:- INSTALLATION NOTES: 1. ONE (I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1_ /21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) N10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) 471214812 SINGLE —HUNG (NON —IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. B. DESIGNATIONS 7" AND "O"STAND FOR THE FOLLOWING: X., OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REV15ION SHEET DESCRIPTION 1 A GENERAL d INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL 6 HORIZONTAL SECTIONS 5 4812F VERTICAL HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 50 / -60 NOT RATED 4812F 48" 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date- 2015.04.10 10:48:44-04'00' orij PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 540-484-6683 n in Z # o F o Z H t7 i Z d m J °,-`-• C) V LL N Z¢ Tm z m w nZ-Cm e OZH w zH W J¢ Z n LU m W WIx n m M WH- N Qa o ii ti •* PRO `e oiu .. T rmW 111r3i j a m Z a 2= Z DWG #: PGW029 SHEET: I OF 5 UNIT MAX. UNIT MAX. WIDTH 53.00" WIDTH 48.00" D.L.O MAX. D.L.O MAX. PLy GEMWIDTH49.44" WIDTH 44.31" ;/TrJ B F 5 WINDOWS 433 N. MAIN ST., PO BOX 559, 3 4 ROCKY MOUNT, VA 24151 PH: 540AB4-6348 FX: 540484-6693 D D.L.O. MAX KK.^ D D.L.O. MAX. 3 „ p„ HEIGHT 5 3 HEIGHT F M33.25' 0„ 45.56"ao UNIT UNIT SASH MAX. a H o oM MAX. MAX. HEIGHT HEIGHT 35 88" 72.00" N o m 96.00" m _ CZ LL 4 •.X.. C Gd, SASH MAX. H ¢ w 3 4 HEIGHT 4 "X" C Gd. Ld. N w T C9 m W mZ 36.31" 3 4 5 m ¢ m v O a ZCKH ° W H¢z^ w d m W A E w a a P iM 3 4 A E 3 4 ui SASH MAX. SEE ANCHOR 5 a WIDTH 51.25" SEE ANCHOR SCHEDULELSCHEDULE ' SASH MAX. m WIDTH 46.25" U-) ELEVATION ELEVATION O SEE ANCHOR H O p• SCHEDULE H H J W ` t w X., SEE ANCHOR SCHEDULE C1Z ANCHOR LAYOUT o mtoV) ccJ H- d Z v1 Y Z ¢ F-. Z a u DWG#: PGW029 SHEET: 2 OF 5 INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCEIN.) B SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 4 p PLy GEMWINDOWS 2 1/2" MIN. EDGE DISTANCE #105ELF-TAPPING SCREW INTERIOR 933N.MAIN ST.,P0Box 559, INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 m m METALSTUDFRAMING1 1/4" MIN. SEE GLAZING BY OTHERS EMBEDMENT DETAILS Z a p w v zo M 22 SHEATHING' Z b w f PERIMETER CAULK) ( 1 1/ 4" MAX. O. A. BY OTHERS SHIM SPACE WINDOW HEIGHT SEE GLAZING EXTERIOR DETAIL INTERIOR VERTICAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAILS BY OTHERS N T Z m m P EXTERIORNzC0H ¢ O ¢ Z n u Q Z) a ¢ e EXTERIOR FINISH F2 w a. Cb w a BY OTHERS O. A. LU N " _ PERIMETER CAULK WINDOW w BY OTHERS WIDTH UHORIZONTAL SECTION 3 JAMB - STEEL STUD FRAME 4712 FLANGE V) 1 1/4" MIN. Z EMBEDMENT Q SHIM SPACE CONCRETE/ MASONRY BY OTHERS i-i ZO CAULK BETWEEN Lo r H H CONCRETE/ MASONRY & 1X > WOOD BUCK BY OTHERS U I INTERIORiX WOOD BUCK a BY OTHERS 3/ 16" ITW TAPCON INSTALLATION ANCHOR Z O. A. WINDOW STRUCTURAL GRADE HEIGHTSILICONE BY OTHERS 1/4" MAX. / 2 1/2" MIN. SHIM SPACE EDGE DISTANCE v 0 i • tGe ,.• ,• tv O , • ^& EXTERIOR FINISH BY OTHERS IX WOOD BUCK '• r'• .'..: •'. u Lc - Lo = F-- yBY OTHERS a ... _ SEE GLAZING DETAIL 1 EXTERIOR FINISH J p< PR S CAULK BETWEEN EXTERIOR BY OTHERS r m 1 CONCRETE/ MASONRY & 1X PERIMETER CAULK O. A. m V) Z w F WOODBUCKBYOTHERSBYOTHERSWINDOW o Z Y = Z CONCRETE/ MASONRY BY OTHERS Q m Q U DWG#: VERTICALSECTIONHORIZONTALSECTIONPGW0293SILL -1XWOO D/CONCRETE/MASONRY 3 JAMB -1XW00D/CONCRETE/MASONRY SHEET: 3 OF 5 4712 FLANGE4712FLANGE O.A. WINDOW HEIGHT BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 SEE GLAZING) DETAIL 1 EXTERIOR O.A. WINDOW HEIGHT a 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION HEAD - IX WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL I PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS• SHEATHINGBYOTHERS yl 1 3 THREADS MIN. ENGAGEMENT VERTICAL SECTION J SILL- PRECAST CONCRETE 4712 FIN 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. 1 ENGAGEMENT SHEATHING— BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION 4 JAMB -STEEL STUD FRAME 4712 FIN EXTERIOR VERTICAL SECTION 4 MEETING RAIL INTERIOR 054 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCS^/ MOUNT, VA 24151 PH: 540-484-6348 FX: 54OA84-6693 m SEE N w Z' O GLAZING N In " DETAIL I Z Q Z p O 9 L3 U 2 LL1cU N •d m ¢ W m d^' uw1 o H H Q awZm d m w a a w w m e]o M x EXTERIOR wF- a INTERIOR V) Z C) H z H ` J H U Ww C( n vim•., : l.uo mNIm11 w Z m Q U V) DWG #: PGW029 SHEET: 4 OF 5 1/4" MAX. SHIM SPACE 3 THREADS MIN. PLy GEMSHEATHINGENGAGEMENTBSELF -TAPPING SCREW orAcl WINDOWSBYOTHERSINSTALLATIONANCHOR EXTERIOR FINISH METAL STUD FRAMING 8SELF-TAPPING SCREW INSTALLATION ANCHOR 433 N. MAIN ST., PO BOX 559, ROLKY MOUNT, VA 24151 BY OTHERS BY OTHERS INTERIOR PERIMETER CAULK Lk- METAL STUD FRAMING PH: 540 104-6348 FX: 540-484-6683 BY OTHERS BY OTHERS J m SEE GLAZING n Z o 3 THREADS MIN. DETAIL 1 NoNa o H m 1 ENGAGEMENT 2 Z a mO.A. I 1/4" MAX. WINDOW HEIGHT SHIM SPACE SHEATHING-__ a Z p o l a 3/4" O.A. INSULATED GLASS BY OTHERS N r w w0m w mmfSEEGLAZING) DETAIL 1 n w N v vi o G H o a¢ Z PH EXTERIOR INTERIOR DOW 1199 EXTERIOR FINISH EXTERIOR C w I w C0 y d m w o a w m BY OTHERS a mSILICONE O.A. PERIMETER CAULK BY OTHERS WINDOW VERTICAL SECTION I HORIZONTAL WIDTH SECTION m5HEAD -1X WOOD/CONCRETE/MASONRY JAMB STEEL STUD FRAME 4812 FIN 4812 FIN 1/2" MIN. GLASS 1/4" MAX. 7 SEE GLAZING BITE SHIM SPACE LO DETAIL 1 Ix GLAZING DETAIL 1 I 1 8SELF-TAPPING SCREW I EXTERIOR INTERIOR INSTALLATION ANCHOR Lu nw O.A WINDOW NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE ETAL STUD FRAMING BY a HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 OTHERS GLASS CHART REQUIREMENTS O Z tFT7INTERIOR 3 THREADS MIN. PERIMETER CAULK ENGAGEMENT OBYOTHERS EXTERIOR FINISH METAL STUD FRAMING 1 C) g BY OTHERS SHEATHING L BY OTHERS 8 SELF -TAPPING SCREW SHEATHING BY OTHERS 5 BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR• EXTERIOR FINISH i N F- ENGAGEMENT SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK i y * PFtO, BY OTHERS o rfilm rl EXTERIOR O.A. L v> WINDOW 0 ocd uZ VERTICAL SECTION WIDTH DWG# 5 SILL - PRECAST CONCRETE HORIZONTAL SECTION P&W0294812FIN5JAMB - STEEL STUD FRAME SHEET: 5 OF 54812FIN ZN o ki-OaIr— INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF+1/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 105 COMMON NAIL OR 11 GAUGE ROOFING NAILOF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 410 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. _ 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 7. DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING, X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL&INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTION5 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHIHEIGHT 4712FL 48" 83.93" 1 +50/-70 NOTRATED 4712FL 53" 72" 50/-60 NOTRATED 4712F 53" 72" 50/-60 NOTRATED 4712F 48" 83.93" 50 / -60 NOT RATED 4812E 48" 84" 50 / -60 NOT RATED 4812F 48" 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date:2015.04.10 10:47:11-04'00' K0 PLY GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX: 540-484-6683 m m Z 3k o 4n H Q S pC, U) Z Z m .-. d m aJ r F m H¢ m ZFL] Z H & Z m I- d m Wa m p- M whIn-7T P&W030 SHEET:. 1 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 D 3 „ 0„ UNIT MAX. HEIGHT 72.00" H 4 „X„ 4(D SASH MAX. WIDTH 51.25" rt r%lA-rlr%Rl UNIT MAX. WIDTH 48.00" D.L.O MAX. WIDTH 44.31" J 5 B F 3 4 Ka. D D.L.O. MAX. 5 3 HEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE D.L.O. MAX. HEIGHT 45.56" I H 4 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 10b COMMON OR 11 GAUGE ROOFING NAIL FIN 1 WOOD 1.5 0.75 12 12 9 4 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 a PLyWINDOWS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 F m m m o Y Q H p 0 S d m J aC) uSASHMAX. m R u = HEIGHT 35.68" a i m ¢ mV) m Z Q a Z iQi a L H Q Z m Lu a IJ w aQ w Co a LU p 0 H Z U o H Cy W U n L ' o j;•'1! Mitt` M m 1n mZ 6] vti == c¢.1Z p O p U V b WG #: PGW030 SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK—\ BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE / 1O.A. SILICONE BY OTHERS WINDOW ( HEIGHT t EXTERIOR I O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 1 1/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAIL STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS film -in A VERTICAL SECTION 3 SILL-2X WOOD BUCK 4712 FLANGE 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CAULK BETWEEN INTERIOR CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS r CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS SCREW INS LOATIONANCHORR I I 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 . EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 1/2" MIN. y SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #SO WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 1 3/4" MIN. EDGE DISTANCE SHEATHING' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O A WINDOW -- WIDTH D HORIZONTAL SECTION 11 JAMB -2X WOOD FRAME 4712 FLANGE o° PLy GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PK 540-484-6348 FX: 540-484-6683 N°N j Z p Nq 2 8 dmJa a NGK m zQm a 7 WQ° Z m w3 tj U rv1ii K W 0e^ m • H1- w H71 0Ln z _= uz DWG #: PGW030 SHEET: 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAIL EXTERIOR i O.A. WINDOW HEIGHT 1 1 1/2" MIN. EMBEDMENT SOD COMMON NAIL OR 11 GAUGE ROOFING NAIL 47 INSTALLATION ANCHOR e.• 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL EXTERIOR INTERIOR 1 PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS I INTERIOR 8 WOOD SCREW INSTALLATION ANCHOR 8 WOOD SCREW 1 1/2" MIN. INSTALLATION ANCHOR EMBEDMENT E VERTICAL SECTION I SILL-2X WOOD BUCK 4712 FIN SEE GLAZING 1 1/2" MIN. / DETAIL 1 EMBEDMENT SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW -- WIDTH HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME 4712 FIN VERTICAL SECTION 4J MEETING RAIL PLy GEMWINDOWS 433 N. MAIN ST. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 z Z¢ m m Ui#a 4 O t- Z o Q 2Z U, mJ a olb oWU gym= d Z a a H¢ & 30 W -..1 QZ< 2 ammp cvu'iw a m 0 L \ d p j;•/!7 11111 W 3Ul _= c¢iz O p U V1 DWG #: PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY A 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT t 1 O.A. WINDOW HEIGHT 1 1/2" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 101) COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. 11EMBEDMENT 5HEATHING-----' BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAIL GLASS BY OTHERS EXTERIOR INTERIOR _ I PERIMETER CAULK DOW 1199 PY OTHERS SILICONE \ Q: VERTICAL SECTION 5 HEAD - 2X WOOD BUCK 4812 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART REQUIREMENTS EXTERIOR 1 INTERIOR PERIMETER CAULK - BY OTHERS M EXTERIOR FINISH BY OTHERS e . 2X WOOD BUCK BY OTHERS CAULK BETWEEN 1 1/2" MIN. CONCRETE/ MASONRY A 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS _ , jJ SILL-2X WOOD BUCK 4812 FIN 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH 0IA01 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 HH of m uo v wa H 6 Om n 2 Z 1 O J m ceu2 LLZOlpWk.D u N V VW Z w H ¢ m w,.J Z m F- F W d m w p m w w d m p L HORIZONTAL SECTION u') 5 JAMB-2X WOOD FRAME 4812 FIN 0 3/4" MIN. EDGE DISTANCE CAULK BETWEEN In ZO INTERIOR 1/4" MAX. CONCRETE/ MASONRY A 2X H H SHIM SPACE WOOD BUCK BY OTHERS CONCRETE/MASONRY w w BY OTHERS Y p YYJ 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR SEE GLAZING DETAIL EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH 5 HORIZONTAL SECTION JAMB-2X WOOD BUCK 4812 FIN iK U) m u Z p O p U U) DWG #: PGW030 SHEET: 5 OF 5 rioriaa building Code Online Page 1 of 1 FIORIOA C40AMMONT OF c d y Tusin`es`'s 8 Professional Regulat n Y b a go. Product Approval USER: Public user Product Approval Menu > Product or Application Search > Application List OFFICE OF THE. ' SECRETARY. _..; . Search Criteria Code Version 2014 FL# Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications ODPR,R4f7E` AnouPooPltj ,DBPR DIVISIORSfCOtiTA6i'OOPit Refine Search Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 15264 ALL ALL ALL ALL ALL ALL ALL FL# Tyne Manufacturer Validated By Status FL15264-R1 Revision Ply Gem Windows Category: Windows Subcategory: Mullions Locke Bowden 334) 300-1800 Approved History Approved by Dorn. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M®M eChed: Cfedit Card Safe https://www.floridabui[ding.org/pr/pr_app_lst.asp 11 /29/2017 Florida Building Code Online Page 1 of 2 EL 1 r 0 0 r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map j Links Search a NAOIL OProduct Appro valdbi USER: Public User0 —0 Product Approval Menu > Product or Application Search > Application List > Application Detail I FL # FL15264-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer WA Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden G Validation Checklist - Hardcopy Received Certificate of Independence FL15264 R1 COI COI PLY GEM SS 2015-02-19.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted 02/19/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 1S264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 R1 II PGW130 SS 201S-01-02.0f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER3064 SS 2015-01-02.Ddf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 R1 II PGW131 SS 2015-01-02.0f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER306S SS 2015-01-02.Ddf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rLheck Credit Card Safe https://www.ftoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE ANDANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND ISTHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTALPLYGEMPRODUCTS. - MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12 CLIP MATERIAL: 6063-T6 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRE55URE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS On PLYGEM WINDOWS TRANSOM 2 HEIGHT 43 N.MAIN ST.,PO 80X 559, ROCKY MOUNT, VA 24151 WINDOW MULL CLIP W/ WIDTH ANCHORS, UNIT B TYP HEIGHT 2 WINDOW HEIGHT HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM OM AT WINDOW WIDTH VERTICAL OW MULLION T SPAN MULL CLIP W/ ANCHORS, TYP HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM W v a B 2 WINI HEII 2 1\41 j I PH: 540-484-6348 FX: 540-484-6683 Z O W t # v Q H O J F c J M u) m O = LL O F Zm W n LJ Z H E w Lu. a Wj f- o. mui'' a a W o o W m Z m Z W VERTICAL (TWIN) MULLION FOR o N lu IV) U Z SIDE -BY -SIDE WINDOWS DWG #: Digitally signed by Hermes F Norero, P.E. PG W 13 0 Reason: I am approving this document Date: 2015.01.02 13:05:38 -05'00' SHEET: 1 OF 5 SHEATHING 3/4" MIN. BY OTHERS EDGE DISTANCE a PLY GEMINSTALLATIONANCHORPLY TWO (2) PER ANCHOR CLIP 2X WOOD FRAME BY OTHERS SEE NOTES 4 & 5 ON SHEET 1) 433 N. MAIN ST., PO BOX 558, 1 1/2" MIN. ROCKY MOUNT, VA 24151 EXTERIOR FINISH EMBEDMENT BY OTHERS MULLION FRAME PH: 540-484-6348 FX: 540-484-6683 11090 11/2" MIN. EMBEDMENT o MULLION CLIP p z z# a S3/4" MIN. " U Z o11067-2 EDGE DISTANCE j N 0 H j 0MULLIONFRAME _ m 11090 f U a J O.A. WINDOW Z = C LL MULLION CLIP LL d o a¢= LL HEIGHT I I #11087-2 0 u a 0 m¢ m EXTERIOR INTERIOR a N o z¢ m VERTICAL SECTION 0"oZ m w ¢ mwoa r wpm2HEAD -2X WOO D/CONCRETE/MASONRY MULL ANCHOR CLIP INSTALLATION ANCHOR • TWO (2) PER ANCHOR CLIP ui MULLION FRAME (SEE NOTES 4 & 5 ON SHEET 1) 11090 Ic SHEATHING o O.A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH BY OTHERS VERTICAL SECTION rb- HORIZONTAL SECTION z 2 4700 FIN MULLION 2 JAMB - 2X WOOD FRAME O OZMULLANCHORCLIP H FH 1 'U wLU EXTERIOR w INTERIOR ' o O.A. WINDOW I HEIGHT 1/4"-20 TEK SCREW 2 EACH SIDE) MULLION CLIP Z 11087-2 MULLION FRAME `N% 1 1/4" MIN. #11090 ` O * a3 MULLION •• ... EMBEDMENT c 10. INTERIOR .. EXTERIOR FINISH EXTERIOR = BY OTHERS - ff T-CLIP = U - 4 INSTALLATION ANCHOR # 11091 y E- a TWO (2) PER ANCHOR CLIP 1X WOOD FRAME WINDOW FRAME SEE NOTES 4 & 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE w m Z m Z _l1 VERTICAL SECTION ~ N Z , " 1L ¢ ZVERTICALSECTIONo _ V Z 2 SILL- CONCRETE MASONRY 2 T-MULLION DWG#: MULL ANCHOR CLIP PGW130 SHEET: 2 OF 5 HORIZONTAL MULLION VERTICAL MULLION #11090 11090 1/4"-20 TEK SCREW T-CLIP (2 EACH SIDE) 11091 0.210" DIA. 3/8" 0.165" DIA. I 3/8" 7/16° 1 7/8" 7/8" 1 11/16" 11/}1T6" 1 7/8° 2 5/B" TI 0 1/4" - 3 1/4" -- y 15/16" 4„ ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION 2 7/8" — 1 3/16" 1 5/16" 17/16" mot— 3/8" 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-6348 F%: 540-484-6683 N m Z0 U J 4 v F. V) JLZWO = 0 0 Z m ¢ m Z ¢ m a zo p Z ¢ a W ¢ z 11 H ^ K n gWmim 06a FW- 0 V- V Fi N 1 W '"! mZ CO J N Q N lD = = U Z O U V7 DWG #: PGW130 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited either b y mullion or anchor screw or anchor clip capacity. Height (in) I If iHfh linl Window Transom F7-- is'97, o., 2,1. , 24.0:' 27.0" 30.6,' 3;1.bf 39 :0 41'0, 1 45ril'-f', 4 8.'0' 53.0 75. 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30r0 45.'0, 75.0 75.0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 75.0 75.0 3 & 0 4'?6!f 75.0 75.0 75.0 75.0 75.0 s0 7575.0 75.0 75.0 75.0 75.0 75.0 75. 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 747e 03 r-,124:0 =4 75.0 775- 0-- 75. 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 jS 1, f27,Io,-7 30. 0,17-7,- 7- 5.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 o T5 . o T5176- 00,% 75.0 75.0 5 0 75 50 75 2.0 75.0 75.0 75.0 75.0 75.0 74.3 75 5 5 0 1 5 6 75 75 2 0 7, .0 75.0 5-0 1T57 75 1b- 75.0 i72.5 L- 72.10,1Z 1,36.'0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 71.0 Maximum design pressure capacity chart (pso Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Heiaht ( in) I IM width 61 Window Transom 54:0"" 60.0 66:0,) 72ff j 7 -0 k 84.0 90JO 9IWo'1,106.0' 24.0:' 75.0 75.0 75.0 75.0 T5 -0 75.0 75.0 1 71.0 61.1 5,12.743. 3 32.7 75.0 75.0 75.0 75.0 75.0 75.0 67.3 57.2 49.2 42.7 35.1 25.9 36.'O- 18A 75.0 75.0 75.0 75.0 75.0 67.5 56.5 41.2 3 '3 35.8929.721.9 42JO' 21' 0'- 75.0 75.0 75.0 73.7 68.8 58.3 48.7 41.4 35.6 30.9 8 25.819.0_ 48 O 75.0 72.0 65.7 60.9 57.3 51.4 43.0 36.4 31.3 27.2 0 23.016.9 54:'O', 7, 127."QF 70.0 62.1 56.3 51.9 48.5 45.8 38.5 32.6 28.0 24.3 20.7 15.2 60.10," 30:0',, 1 1.6 492 452 42.0 39.5 34.9 9 7 2 5 32 0 0 189 139 16 0,' 3. 6 5 51 48.7 1 32.0 271 1 5 2 1 17 4 12J 36 0 1 50.0 43.9 39.4 1 35.9 1 33 34.7 1 31. 029.2 1 25.0 1 21.4 18.6 16.1 11.8 NOTES 1. TH E DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 410 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETEIMASONRY INSTALLATION USE TWO (2) 3/16" JTW TAPCON SCREWS ATEACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/ 4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS, 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHT AND MULL SPANN INCHES. DESIGN PRESSURE VALUES ON THIS CHRT ARE POSITIVE AND NEGATIVE PSF. 6. DE SIGN PRESSURE VALUESAPPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED INA SINGLE OPENING. 7. REFER TOPER 3064 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 410 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR M ULL CLIPS I N CONCR ETE/MASON BY I NSTALLATION USE TWO (2) 3/16" IPW TAPCO N SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/ 4' MINIMUM EM BEOM ENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. 5. READ WINDOW HEIGHT AND MULL SPAN IN INCHES, DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DE SIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. ka 14' P Ly GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH; 540-484- 6348 FX: 540-484-6683 Z Q 0 Z0 V) e C) n o Z wt 0 . 5 Z < n 7- act Uj LD LL: CZ Z z aN Zi. UL- -FC Z DWG #: PGW130 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion or anchor screm or anchor clip capacity ue1..Hf I Ini4 Width (in) In) 18;0,.: 21.0. 24.0 ' ZZ,O 30:0..- 33.0 : 38.0' A"0 `; 42.0 45.0' . r 48 0 ': 53.0 24.0,' 1 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 30:0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 36.0., 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 42.0. 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 48: 0' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 - 75.0 75.0 75.0 75.0 75.0 75.0 73.0 1 70.3 68.2 1 66.7 65.7 1 64.9 60A. 75.0 75.0 75.0 75.0 70.0 65.9 62.5 59.9 57.7 56.0 54.7 53.3 62:0 - 75.0 75.0 75.0 7.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 66.0 75.0 75.0 73.0 1.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 72;0 75.0 71.6 63.2 iff4l.237.4 1.7 47.6 44.3 41.5 39.2 37.3 35.7 33.6 84.0 + 60.6 52.2 46.0 34.3 31.8 1 29.7 27.9 26.4 25.1 23.3 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) #10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLI PS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16- ITW TAPCON SCRE WS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4- MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 47M FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL. S. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PST. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. k\ R L 00' PLy WINDOWS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 ZO N mMMC v i Z Q H o v j tt p S W Iz4 i 2 LL 11 J N10 ZmNJO a V i i- Z Q mm m n Z ¢ mNLL, H NQZ- LW n Q mL. LU m C6 P a O_ M H Q V) Z O H z V F'•', H U LJJ w ey N CO m LLmZZ .v1 oN 3 =2 ciZ o a u L) DWG #: PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC,SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUM IN UM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. U 5 E #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FORDESIGN PRESSURE AND ANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE PLY GEM PRODUCTS. HORIZONTAL MULL SPAN 10, ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-T6 ALUMINUM T 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- M I NIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUMCOMPRESSIVE STRENGTH OF3000 PSI. . C. MASONRY -STRENGTH CONFORMANCE TOASTMC-90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS iOM HT VER' Ow MUL T 51 HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM T ® Pw m RANSOM HEIGHT 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 WINDOW "' MULL CLIP W/ WIDTH jl ANCHORS, UNIT B ka TYP HEIGHT 2 WINDOW HEIGHT 1 I HORIZONTAL I MULL SPAN III~~~ HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW WIDTH 2 ZCAL B LION 2 AN MULL CLIP W/ C ANCHORS, 2 TYP j WINDOW HEIGHT PH: 540-484-6348 FX: 540-484-6683 Z nJ Z o i OZ N m m v LL z W0a Z d J p=u S o Z HK' T Z¢w m ajwLu Z¢ a W Q GLu UjW Y m P a m W o ray b H-.1, 4i w^. mZ 1 mZ v VERTICAL (TWIN) MULLION FOR ¢ N 3 ,, _ a:z SIDE -BY -SIDE WINDOWS DwG #: Digitally signed by Hermes F Norero, P.E. PG W 13 1 Reason: I am approving this document SHEET: Date: 2015.01.02 13:06:22 -05'00' 1 OF 5 SHEATHING 3/4" MIN. BY OTHERS —,-,EDGE DISTANCE PLy GEMINSTALLATIONANCHOR YYINDOWSTWO (2) PER ANCHOR CLIP - 2X WOOD FRAME BY OTHERS OL SEE NOTES 4 & 5 ON SHEET 1) 433 N. MAIN ST., PO BOX 559, r 1 1/2" MIN. ROCKY MOUNT, VA 24151 EXTERIOR FINISH I EMBEDMENT BY OTHERS 1 PH: 540-484-6348 FX: 540-484-6683MULLIONFRAME # 11084 1 1/2" MIN. EMBEDMENT Z p m MULLION CLIP Li z #3/4" MIN. u H Z o#11087-Z EDGE DISTANCE . o~ oclMULLIONFRAME _ vi# 11084 w o z - O.A. WINDOW Z=¢ MULLION CLIPHIGHT # 11087-2 ¢ a EXTERIOR INTERIOR a w¢ ca p'o< H a w F4 Z m Q VERTICAL SECTION m w a 2 HEAD - 2X WOOD/CONCRETE/MASONRY MULLANCHORCLIP INSTALLATION ANCHOR " TWO (2) PER ANCHOR CLIP w MULLION FRAME (SEE NOTES 4 & 5 ON SHEET 1) ¢ 11084 I SHEATHING p O.A. WINDOW I. BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH CO BY'OTHER5 ul - VERTICAL SECTION HORIZONTAL SECTION Z 4700 FLANGE MULLION O 2 JAMB-2X WOOD FRAME ZO MULL ANCHOR CLIP H 1 > CL W ULU EXTERIOR wp INTERIOR O.A. WINDOW I I HEIGHT 1/4"-20 TEK SCREW 2 EACH SIDE) p ill MULLION CLIP I MULLION FRAME Z * b 7 711087-2 11/4" MIN. Q #11084 MULLION {: EMBEDMENT# 11084 Qom•.• ?" ` a h d -y EXTERIOR FINISH EXTERIOR INTERIOR BY OTHERS - I T-CLIP N INSTALLATION ANCHOR II #11091 :•i TWO (2) PER ANCHOR CLIP 1X WOOD FRAME I WINDOW FRAME ! '•.., SEE NOTES 4 & 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE T Z TwmZ r VERTICAL SECTION ~ N Z kD Y 1L ¢ Z VERTICALSECTIONa 'o a: Z 2 SILL- CONCRETE MASONRY 2 T-MULLION DWG#: MULL ANCHOR CLIP PG W 13 1 SHEET: 2 OF 5 11 PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 HORIZONTAL MULLION VERTICAL MULLION #11084 PH: 540484-6348 FX: 540-484-6663 11084 1/4"-20 TEK SCREW z N m T-CLIP (2 EACH SIDE) o m 11091 ~ ¢ - v # a a H > n 0.210"DIA. 3/8" _ z w O= 0.165" DIA. z LO U LL 17/8" I -{ 3/8" 67/8 0 . H m WI U O T m a 111/16" z o a Z e a 11/16" 1 7/8" 2 5/8" , -,it a T w Q- m ui f f L m tta I 3 1/4 CL M v Yam— 15/16" Ilf— 4 u' 1/8" 0 ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 to 6063-T6 ALUMINUM Z USED TO MULL VERTICAL MULLION 0 z TO HORIZONTAL MULLION ° H U W w 1..L 1 3/16 Inl _ II 15/16" Z 1 7/166" O •'" ' s"ccam,, Ui 4700 FLANGE MULLION (#11084) . 6063-T6 ALUMINUM y 7, kz >- 10 Z u 00 i uZ a DWG #: PGW131 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Heiaht (in) Unit width (in) Window Transom 18.0`2T.0' 1241:0 27.0 30.-0 33.0 MO' 39.0" 4Z0 1 45.1V 48.0- 53.0,'- 24 0"- 142A°-i 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73-07- 0, 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36- 18f0a,!; 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 742 07 772_jT0_--T-,, 075- 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5. 7 0 75.5 74- 1-24`6- 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 Y 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 17--, 54,.O,,i 27'0 Tj0' .0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 75.0 75.0 1 75.0 1 75.0 1 75.0 75.0 75.0 1 75.0 75.0 75.0 1 75.0 1 7L5:] 75.0 75.0 1 75.0 1 75.0 1 75.0 75.0 75.0 1 75.0 75.0 75.0 1 75.0 1 71.0 Maximum design pressure capacity chart (pso Series 4700 Horizontal mullion, twin with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Height (h) Unit width (in) Window Transom 36,0_1,42.0 48. 0 54X' 40.0_'. 66. OA 72.0.,, 78:0 44,0'r, 90. 0-, 96.0" 106.01'- 12. Q 75.0 75.0 75.0 75.0 75.0 75.0 74.6 63.4 54.5 44.2 36,3 26.8 30:10.f 75.0 75.0 75.0 75.0 75.0 71.7 60.1 51.0 43.9 35.9 29.4 21.7 36. Of 18.,o, z, 75.0 75.0 75.0 75.0 73.2 60.2 50.4 42.8 36.8 30.4 24.9 18.3 75.0 75.0 75.0 73.7 63.3 52.0 43.5 36.9 31.8 26.5 21.7 15.9 I48i0,- 2410«; 75.0 72.0 65.7 60.9 55.9 45.9 38.4 32.5 28.0 23.5 19.2 14.1 5,450_"7"" 27.'0,', 70.0 62.1 56.3 51.9 48.5 41.1 34.4 29.1 25.0 21.2 17.3 12.7 60 07T2,'30 01 61.8 54.6 49.2 45.2 42.0 37.3 31.2 26.4 22.6 19.3 15.8 11.6 66b x','3 48.7 43.8 40.0 37.1 5 7 3 N 11 5 117 77 3 43. 9 9.4 35.9 3 1O 1 Z 2 2 151 1 16t 13 9.9 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FORTH E MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS INWOOD FRAMING INSTALLATION USE TWO (2) #10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR M U LL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16" Tw TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL. 5. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE P5F. 6 DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN ASINGLE OPENING. 7. REFER TOPER 3065 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS INWOOD FRAMING INSTALLATION USE TWO (2) N10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TDACHIEVE A I 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16" ITN TAPOON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/ 4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. 5. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN SINGLE OPENING. 7. REFER To PER 3065 FOR MORE MULLION SPECIFICATIONS. 1\41 k XkA AR, offlih PLy- GEM 4 A WINDOWS433N. MAIN 5T., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 Z 2 0 Z Z E V; Z " C 0 ZT In Z ¢ LU _J" '< Z Z) M LLJ Inrn 1 Of 0 KLL* Z > 1 LLJ CID Z 7-O a: LL 3: UZ0 In Q UT) WG #: PGW131 5HEE7. 4 OF 5 Florida Building Code Online Page 1 of 1 BCIS Home ; Log In User Registration j Hot Topics j Submit Surcharge ! Stats & Facts Publications ; FBC Staff BCIS Site Map j Links Search Florida r@ Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Roarrh Rocnitc - 4nnliratinnc FL# Type Manufacturer Validated By Status FL12194-R5 Revision Aluminum Coils, Inc. Category: Panel Walls Subcategory: Soffits Locke Bowden 334) 300-1800 Approved History ny-u' v ". nyN,vv v' mourn -uc,cvic .i i-. y e r aiiu,u. 'pie ».u...i ,i ..e. Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyripht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: h[k Credit Card Safe https://www.ftoridabui[ding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 Comments Archived 0_1 Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https://www.ftoridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can bemade available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: - eCluck In Credit Card Safe https:// www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquk... 11 /29/2017 SoF)z/ f 01 IA- 1 TECHNICAL SERVICES, LL.0 EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code.Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4,2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. AL015001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL S5RVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tR G:••GEN• 9 F i 2015.08.27 07:05:00No74021 r 04'00' STATE OF 441: 4 O Ft 1 O P Zachary R. Priest, P.E. SS;0 ` Organization No. Florida on No. ANE9641 21 ni CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire,. a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG:of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SP'F (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by othersinaccordancewithFBCrequirementstomeettheminimumdesignrequirementsfortheproject. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance withFBCrequirementstomeettheminimumdesignrequirementsfortheproject. 7. Typical fastening details areas follows: ALC15001 a. 12" T4 Soffit —12-inch o.c. Fastener Location Fastener Location 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Location Fastener Location FL12194-R3 Page 1 of 7 This evaluation report is provided for State -of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty,. installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. M11CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Loratinn 11- Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved. -Sstem Numbers:and.Definitions 12F-# Approved Systems for 1-2-inch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One ( 1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0. 072-inch dia. x min. 3/16- 12F-1 16- inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-Inch inch head dia. trim nail t40. 0 24- inch o.c. O.C. spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 314-Inch x 1/4-inch One (1) min. l 3/4-Inch long x 0. 072-inch dia, x min. 1/4-inch 48 12F- 2 16= inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia, x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4- inch x 1/4-inch crown. One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One 1 min. 1 3/4-inch long x 12J-1 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 16-inch o.c. Wood 1/4-inch crown staplep 0.072-inch dia. x min. 1/4-inch 48 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c., head dia. tri nails aced 48- p inch 64.2 inch o.c. o.c, Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.76-inch x 6 -1 Max, Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch le staples aced max. g p p 0.072-inch diameter 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 panel lap inch head spaced 12-inch o.c. Max. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-Inc leg staples spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min, 1 3/4-inch long 16F -3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia, x min. 25,6 inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F 4 16-inch Wood crown staples in diamond pattern Wood One (1) min 3/4inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 spaced 24-Inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch.crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. Inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J=Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c.. Wood crown staple spaced 8-Inch o:c. min. 1/4-inch head dia. trip nail spaced 48-Inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida. product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection . Eave Connection System Panel MDPNo. Width Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Psi Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three o n g- inchinchcrown1-inch No.2 SYP anchored to staples spaced 12-inch o.c, securing One (1) 18 ga. 1/4- One 1 min. 1.75-inch x 24F-1 Max. 12-inch Wood x leg staples in rafter with one 1) min. 2.25- each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishingg nail with min. 801-90 diamond patternF inch x 7d ring One 1 min. 1.T5-inch leg staples spaced 8- inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- inch x 11 a. g No.2 SYP anchored to 12=inch o.c. securing each panel laP P One (1) 18 ga. '1/4- One (1) min. 1.75-Inch x 24F-2 Max. 12-inch Wood smooth shank rafter with one Wood inch crown x 1-inch 0..072-inch diameter finishing nail with min. 80/ roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch le staples9ples spaced 8- 3/16-inch head spaced 76.6 16-inch o.c. inch ringshank x 0.072-inch diameter inch o.c. 12-inch o.c. nail24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One (1) 14 ga. 5/8- No.2 SYP anchored to 12-Inch o.c. securing each panel laP P One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 0.072-inch diameter24F-3 12-inch Masonry inch long T nail rafter with one Wood inch crown x 1-inch finishing nail with min. 80/ spaced 8-inch o.c. p 1) 7d x 2.25- One (1) min. 1.75-inch leg staples spaced 8- 3/1.6-inch head spaced 76.6 inch ring shank x 0.072-inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK ALUMINUM COILS, INC TECHNICAL SERVICES, LLC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel No. Width MDP Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Psfl Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- inch crown. x 1-inch No.2 SYP anchored to staples spaced 12-inch o.c. securing One rows1) 18 ga 1/4- One (1) min. x 24F-4 Max, 16-inch Wood leg staples rafter with one each panel lap inch crown x 1-inch 0.072=inch diameterdiameter diamond patterna 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch Wood le staples aced 8- 9 p p inch o.c, and securing finishing nail with .min. g 3/16-inch heads acedp 80/-60 spaced 16-Inch O.G. shank. nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24-inch o.c. finishing nail with min. 3/1 6-Inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One (1).min. 1.5- inch x 11 ga. No.2 SYP anchored to 12-inch o.c. securing each panel lap One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F-5 16-inch Wood smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One Wood inch crown x 1-inch leg staples spaced 8- 0.072-inch diameter finishing nail with min. 80/-60 16-inch o.c. inch ring shank 1) min. 1.75-inch x 0.072-Inch diameter inch o.c. and securing 3/16-inch head spaced nail 24-inch o.c. finishing nail with min. each panel lap 16-inch o.c. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One (1) 14 ga. 5/8- No.2 SYP anchored to 12-inch o.c. securing each panel lap One (1) 18 ga. 1/4- inch crown 1-inch One (1) min: 1.75-inch x 24F-6 16-Inch Masonry inch long T nail spaced 8-inch o.c. rafter with one 1) 7d x 2.25- One (1) min. 1.75-inch Wood x leg staples spaced 8- 0.072-inch diameter finishing nail with min. 80/-60 inch ring. shank x 0.072-inch diameter inch o.c. and securing each panel lap 3/16-inch head spaced 16-Inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sofflts Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between Nominal 1x2 rafters with one (1) min. 2.25-inch x 7d One (1)16 ga.1l4-inch No.2 SYP Three (3) 18 ring shank nail straight -nailed through crown x 1-inch leg staples spaced anchored to ga.1/4-inch crown the.rafter into the end 12-inch o.c. securing One (1) 18 ga. Y,- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap inch crown x 1-inch x 0.072-inch diameter 12-inch 1 min. 2.25- staples in diamondp min. 2.25-inch x 7d One (1) min. 1.75=inch Wood leg staples spaced finishing nail with min. 60 inch x.7d ringpattern spaced 16- p p ring shank nails toe x 0.072-inch diameter 8-inch o.c, 3/16-Inch. head spaced shank nail Inch o.c. nailed on either side of finishing nail with min. 12-inch o.c. 24 inch o.C: the batten at each batten%rafter 3/16-inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between Nominal 1x2 rafters with one (1) min. 2.25-inch x 7d One (1) 18 ga.1l4-inch No.2 SYP Three (3) 18 ring shank nail straight -nailed through crown x 1-inch leg staples spaced 1One 1/4- 18 ga. anchored to ga.1/4-inch crown the rafter into the end 12-inch o.c. securingg inch crown x 1-inch One 1 min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap leg staples spaced x 0.072-inch diameter 16-inch 1 min. 2.25- staplesWoodindiamondmin. 2.25-inch x 7d One (1) min. 1.75-inch 8-inch o.e. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-inch diameter securing each. panel 3/16-inch head spaced shank nail inch o.c. nailed on either side of finishing nail with min. lap 16-inch o.c. 24-inch o.c. the batten at each batten/rafter 3116-Inch head spaced Max.4-inchintersection. M o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194-R3 7of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I . Installation Detail Min. 3/'8" head di.a. nail with min. 11,41! engagement(for wood substrate) or min.. 0..0971, dia. T-nail or stub nail with min. '5/8" engagement(for concrete or block substrate).,. spaced as noted above.. ASCIA .SLIP BOARD FASCIA TRIM 12F-3 & I I I II \—"F CHANNEL SOFFIT OVERHANG WIDTH VARIES) Wood, Concrete or Block'Y FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. PAINTED S.S. 1 3./44" TRIM NAIL MIN. 5 NAILS PER 12" PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty,. installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System. No. Installation Detail OPEN RAFTER ; ' PAKINMM" ` SOFFIT STAPLE 3/4" X 1/4" ; II ; DIAMOND PATTERN CROWN STAPLES 1 ; D ETAI L USING A DIAMOND t . eErvEM1 PATTERN FACIA BOARD stems 12F-2 FASCIA CAP 3/4" X 1/4" CROWN 8" 14TRIMMLFACIA BOARD F" CHANNEL CAN BE STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. 48" PINSTALLEDWITHTHEFASCIACAPNAILINGFLANGEUPORO.C. DOWN 3/4". X 1/4" CROWN STAPLE SOFFIT —max. 12-inch span WOODSSUBSTRATE SOFFIT FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC S'ysterri No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4- TRIM. NAIIscrewedtosoffit PAINTED S.S. 48withone(1) #'8 x 1/2" x 3/8" head O.C. diameter screw, 161, 0.6. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B STAKES.SOFFIT STAPLE I j 11 pIAMOND PATTERN FACIA BOARD L11 DETAIL. STAPLES ASCIA CAP 3/4" X 1/4" CROWN FACIA BOARDSTAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC1.5001. FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED 5,5. FASCIA CAP SOFFIT 1"x{" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 GA 5/8" T•NAN 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F" CHANNEL SOFFIT; MAX. 16" SPAN MASONRY' SUBSTRATE ALCI-5001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product aftributes that are not specifically addressed herein. wCREEK TECHNICAL SERVICES, LLC No: Installation. Detail Min. a,/&" head di.a. nail. with min. 1W" engagement(for wood substrate) or min. 0..097" dia. T-nail or stub .nail with min. 5/811. engagement(for concrete or block substrate); spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, ConcrPtP or Block. TA FASCIA LIP 1 /4" STAPLE SOFFIT TO A.SC1A BOARD #T50 8" X 3/8" STAPLE 16" 0. C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sofflts Appendix B System No. Installation Detail OPEN RAFTER ; "n° "T"' `, SOFFIT STAPLE 3/4" x 1/4' i ;DIAMOND. PATTERN CROWN STAPLES ; ; D ETAI L USING A DIAMOND k _j L 3T/ PATTERN FACIA BOARD 16 F-4 FASCIA CAP 3/44` X 1/4` CROWN 8` 14S.S. FACIA BOARD CHANNEL CAN BE 1-3/4" TRIM NAILJ ON CENTER PAINTEDS.S. 48" P" F" INSTALLED WITH THE O.0 FASCIA CAP NAILING FLANGE UP .OR DOWN 3/4" X 1/4"CROWN STAPLE SOFFIT —' max.. 16=inch span WOOD5 SUBSTRATESOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS,, INC Soffits Appendix B Systern No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP OPEN RAFTER SOFFIT 1"xj" CROWN STAPLE FASCIA BOARD 1"x{" CROWN STAPLES USING A DIAMOND SOFFIT &FASCIA 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN --- DETAIL F'CAP; REFER / \ lo TOO SOFFIT &FASCIA 3„ 8 111I'" CHANNEL DETAIL 3/81 SOFFIT; MAX. 16" SPAN W000 / SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC1.5001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC S'gstem No. [ Installation Detail 16J-1 OPEN RAFTER X 1/4" CROWN STAPLE "24" CENTER USING A DIAMOND PATTERN u-c nwvnEL I O.C. 3NTED S.S. 48' WOOD OR BLOCK SUBSTRATE SOFFIT -max. 16-inch span. ALUMINUM COILS, INC Soffits Appendix B 3MXTW I1 SOFFIT STAPLESTAKES DIAMOND PATTERN FACIA BOARD , 1+-VITLESzar" 1 DETAIL ASCIA CAP 3/4" X 1/4" CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALCI5001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of. Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 } TRIM NAIL FASCIA BOARD PAINTED S.S. 1'x}• CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER. TO 1"z}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 }° TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 11 CROWN STABLE FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL / Noglnai 1"x2" SYP BY F-CHANNEL 378' Batten Anchored to SOFFIT; MAX. 24' I Rafters with one 7d Ring Shank Nail at every Rafter W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC1.5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changesthroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i e TRIM HAIL FASCIA BOARD PAINTED S.s. IA' SMOOTH SHANK ROOF NAILS FASCIA' UP SOFFIT 1"x}' CROWN STAPLE 1 }" TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 i"s}" CROWN STAPLE FASCIA UP; REFER TO SOFFIT i FASCIA DETAIL Nominal T"W SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one 7d Ring Shank. Nail at every Rafter W000 SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Det "ail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA T-NAILS FASCIA CAP SOFFIT 1'x}" CROWN STAPLE 1 }• TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"x}' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA DETAIL Nominal 1"x2' SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 24J-1 & 24J-2 No. I Installation Detail 1'4} CROWN STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 }" TRIM NAIL PAINTED S.S. Nominal 1' x 2" SYP battens scabbed between ratters and J-CHANNEL secured with one (1) 7d ring shank nail straight-nalled through the ratter Into the and WOOD SUBSTRATE of the batten or two (2) 7d ling spank nails toe -nailed on either side of the battern at the batten/ratter Intersection CROWN STAPLE SOFFIT; MAX. 24' RAFTER FASCIA BOARD FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B 1 P TRIM NAIL PAINTED S.S. SOFFIT & FASCIA DETAIL. FASCIA BOARD FASCIA CAP 1-x}" CROWN STAPLE all \. r 3/B\ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 ` This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product Page 12 of 12 changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREED TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, lll, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design .wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis.. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4'of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Annonrliv (' iBwldmg' iiTYP . ^I IMeahi [ ZBasicW,IndS eedl(m rZon 1 IRoof`. T____ ii j } Hei ht ft -20 t13..0!-n1©(50 1. _ i160 170 t1f80 i190 #200 a. _. 20 16.9 19.8 22.9 26.3 30.0 33.8W 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 -45.9 50.8 Enclosed 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 Negative 60 20.5 24.0 27.8 32..0 36.4 41.1 46.0 51.3 56.8 Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 1 -.32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24..4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28..2 32.8 37:6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 121 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed. 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31..3 34.7 Positive 60 13.1 15.4 17.8 2.0.5 23.3 26.3 29.5 32.9 36.4 Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26..4 29.4 32.5 50 12.5 14.7 17.0 19.5 1 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29:5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits A.. ...a:., r+ wmnWuidPressuesffitIBsfalr -- ud-Sre- Z_ne' sicE xWlonsd- e`tl- hkL e-C- TYP t 115 t1601 t170; 1+80 1903` Hel20140) 21. 7 25.4 29.5 -33.8 -38.5 43.5 -48.7 -543 -60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 M. 27.7 32.1 36.9 41:9 47.3 53..1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 6.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Negative 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Load' s) 20 26.7 31.4 1 -36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 4946 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45Z 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1.6.0 18.8 21.8 25:1 28.5 32.2 36.1 40.2 44-5 Enclosed. 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31,2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15,1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FI 191 qa-Pq a ua „'UN".1 is P""A uu.wr dime ar r,onaa proauct approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes.or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SER vhcEs, LLC ALUMINUM COILS, INC Soffits Appendix C fr-11 rej - ---- - --- - 1------------ -- ---, - it lffi-jUVU [D L7-2-56) tim eld 20 gj.......... dj M"Oh 26..0 130; m30.5 IM 46.2 47) 58.5 1 L 72.235.4 40.6 52.2 65.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.54 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 722 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.5 61.3 69.2 77.5 86.4 95.75 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51-4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 691.2 78.1 87.6 97-6 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 108.1' 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 aQ 17.9 21.0 24.3 31.8 35.9 40.2 44..8 49.74 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 80 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads). 20 16.7 19:5 22.7 26.0 29.6 334 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23-0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20,2 23.7 27.5 31.6- 35,9 40.5 45.4 50.6 56A ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61IG20-3. The manufacturer shall notify CREEK Technical Services, LLC: of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 318 J-Channel 3/4" 1/8" HEM 1 5/8" 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4 3/81, 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC1.5001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any prcduct.changes or quality assurance changes' throughout the: duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2.625 50 TYP. 25 TYP. 0.125 TYP. , o 00000 ooaoo 000000^. 00000 oaoaoo aa000 MOO LOLNFR PATTERN ( II SCA F) LOUVERS FORMED IN SAME DIREMON ASRIBS) ALUMINUM COILS, INC Soffits Appendix D AL015001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 6%20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL, SERVICES, LLC 12" T4 Soffit 5/16" ALUMINUM COILS, INC Soffits Appendix D I T10 vu 7/8" 3 1/8" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP.. 25 TYR 0.125 TYP. a000aoN oa000 00000a 00000 MF I DIA/FR PATfFRN (FI11 I . CCI F1L0FORMEDINSAMEDIRECTIONASRIBS) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report, is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. Florida Building Code Online Page 1 of 1 BCIS Home ; Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts i Publications ; FBC Staff I BCIS Site Map 1 Links Search Florida 11 Product Approval R USER: Public User GHOiEYNR,")..xir pr Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Cnarrh Rncul}c - Annlira}innc FL# Tvoe Manufacturer Validated By Status FLS444-R11 Revision CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles John W. Knezevich, PE 954) 772-6224 Approved History vpprovea py UOYK. Approvais oy unrK snau oe reweweo ang raga oy cne r ang/gr cne -[T11ssimr a 11 cx bdry. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State.of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ra dheck NE Credit Card Safe https://www.floridabuilding.org/pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 DP . I PrdeWorial'Regulation A9DgNPR .08PRDfv1slons°,l:WtAgbBP}j kmap b a 41 Product Approval lv.rr USER: Public User dwy-gt u Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-Rll Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE LJ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R11 COI 2017 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/06/2017 06/08/2017 06/09/2017 08/08/2017 09/07/2017 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R11 II 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rl1.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R11 AE 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rll.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M-EMI in ® a6-- E Credit• Safe JILUGIt\' V k 1 RIGS.,, https://www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgta... 11 /29/2017 SNirYo1-c-S EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity] ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. F)o TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 4. PRODUCT DESCRIPTION: 4.1 CT201"', XT1- 25, XT'"' 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia TI, Belmont'"", Carriage House Shangle°, Grand Manor Shangle°, LandmarkTm, LandmarkTm IR, Landmark'" Pro, Landmark'" Premium, LandmarkT" TL, Landmark TM Solaris and Landmark TM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate TM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeT"", Presidential Shake'" IR, Presidential Shake TLT" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland SlateT"" and Highland SlateT" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge''", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 133161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V„ it =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Ril Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 C-1110 V I KINOTYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 3.507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordancewith manufacturer's published requirements, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted. 6. 2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6. 3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6. 4 6. 4.1 CT20'", XTT` 25, XTT"' 30, XTT` 301R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm)(305 mm)--{ f"( 25mm) Selant 1"(25m5 5Ie" (145 mm5112,, forNorwoPlarrf METRIC 13t/s" 131/e" 131/e" 1"( 25 mm} Sealant 1" (25 mm) - 61M" T Figure 11-3.• Use fournailsfor every fidl shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type H is suggested. Roofing Cement Apply 1 " (25 mm) spots of asphalt roofing cement under each tab corner. Figure 114• Usefour nails ridsix spots ofasphnitcementon steep slopes CAUTION- Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20TM, XTT' 25, XTT` 30, XFm 30 IR: Cut Shingles 25 mm)I I+ I 2" ( 50 mm) . _Remove 1--— -- l l -— ll 12" Cap Cap Cap 305mm) Shingle Shingle Shingle Figure 11244 at tabs, then trim back to make cap shingles Englisb dimensions show**). 51,-- 12" (305 mm)--* FAQ 125 mm) v a l` 51z o No Figure 11-Z Inskdlation of capsalong the Lips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION F1.5444 R10 Revision 11: 12/08/2016 Page 4 of 12 QOTRINI-TYIERD 6.5 ARCADIATM LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown beloiv. Use SIX nails and FOUR spots of asphalt roofing cement for even full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTh1 D 4586 Type II is suggested. 1' (25 mm)— Nail L(ne Nail Nail line —1'(25 mm) Figure 2: Use six nails for eueq full shingle. `'L Figure 3: Use six grails and four spots of asphalt roofing cement on. steep slopes. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® N131'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 12' 203 MM) I (305 MM) I poSure -f'' f mN Hand -sealing adhesive 4' 114"ILI 314" — Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 C9TR1NrrYjERD 6.6 BELMON-r*m: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement'* for every full located as shown below. Belmont shingle. Apply asphalt roofing i cement 1" (25mm) from edge of shingle. f 11MIMMW.-A 000,100- P0 00 o Additional nails if raquira& See below- Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 4 PA i 1'(25mm) RantingGment 6.6.1 Hip & Ridge for Belmont": 6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestTM, Cedar Crest'' IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18. Sbanglee Ridge. 118. Exposure Remove tape from the right side 1. ; get _ j and fasten SECOND Fasten the left side ;Zj RIGHT FIRST LEFT Figure 17-19. Installation ofSbangleO Ridge shingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F.performance use BASF "Sonolastic° NPJT1" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE° AND GRAND MANOR SHANGLEm: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 1" 1 1—(25 mm) (25 mm) SIB" 85/8" 16 mm) 31 (220 mm) Figure 17-4.• Use fire nails for eb'eryfrill GrandAlanor Shangle, Carriage House Sbangle, or Centennial Slate. v TRINITY I ERD Use seven nails and three spots of asphalt roofing cement for every full GrandManor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage .louse Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AST.M D45861}Pe 11 is suggested 38 mm) ar less —1,. i ( m) 25 mm)t Figure 17 S: When instanrng Grand dlanor Shangles on steep slopes, use serer nails and three spots ofasphalt roofing ceinent. Hip & Ridge for Carriage House Shansle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARKT"', LANDMARK IR, LANDMARK PRO, PRO, LANDMARKT"" PREMIUM, LANDMARKT"" TL; LANDMARKT" SOLARisi LANDMARK TA SOLARIS IR; NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm)—I—(375 mm)—---(305 mm)— I" — 1" (25 mm) Release Tape 1" (25 mm)—) 1 t/2" Nailable . Area LANDMARK TL NorthGate: 131M' . 13" 131/i" 1 --( 343 mm)--—(330 mm)— —(343 mm)—j 1 -- 1" (25 mm) 1" (25 mm)— Figure 13.4: Use four nails for ereqfull sbiggle. WIor NAILING 12" 143/4' 12' 0.REA. — ( 305mm) —It— (375 mm) — l (305 mm) 1" (25 trim) I /Upper nail Ire 1" (25 No.Ing araas for low and standard !topes (horn 2:12 to 21:12) Nal between upper & lower Ines as shown above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization n9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See belong. Asphalt roofing cement should meet AST I D45861),pe 11. Apply I" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRI( DIMENSIONS I-•— 12"— 305 rnm) t z F-srrsx 1"(25mm) Nail Area For steep 25mm) 1V/ 4" 12 375 mm) (305 mm) 1' ( 25 mm) --I lease Tape 1 Cement STEEP SLOPE NAILING AREA t• 12" LANDMARK TL 13112" 343 mm) 13" 330 mm) 131/ 2" 343 mm) 11-- 1 "(25 mm) 1 "(25 mm)-4 1"— I mm) ---- 1„ 25 mm) Roofing Cement Figure 13-5: Use six nails and four spots of 1 " asphalt roofing cement on steep slopes 25 mq NorthGate: 14- 3/4" 12" Hailing areas for .steep slopes (greater than 21:12) and " Stone Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark TM, LandmarkTm IR LandmarkTm Pro LandmarkTm Premium Landmark T"" TL LandmarkTI Solaris, LandmarkTm Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge TM or NothGate Accessory 12" 305mm) ( 250mm) 415116" 415/16" 150mm) ( 150mm) (125mm) (125mm) Notchfor Centering 12" % 305mm) Notches for Alignment to the Top Edge of the Previous 7 Cap for 5" (125mm) Exposure (1 English Dimension Shadow Ridge — Exterior Research and Design, I.I.C. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Notch for Centering 131/ 4" 337mm) Notches for Alignm ent to the Top Edge of the Previous 75m Capfor55X'(141mm)Exposure (i m) Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27t32' y (250 MR]) 415,116 (125 ia') Centering Nofch iS 1,+4' 337mm) Align then notchrs to top edge of peulolls courp NorthGate Ridge 131/ 8" I<— —( 333 mm)— 6 5/8"- --6 5/8` 168 mm)I 168 mm Centering 751g' 191/4" Notch 19a trtrn (337 mm) % Align these 7 I notches tap (194 mm) l+ edge of ofI previous course. 0 . NorthGate Accessory 305mm)- I Laying Notch Figure 13-20. Use laying notches to center sbingles on baps and ridges, and to locate the correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3S32.09.0S-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FLS444-1110 Revision 11:12/08/2016 Page 9 of 12 r)o TRINITYf ERD 6. 9 PRESIDENTIAL SHAKE TM, PRESIDENTIAL SHAKET"" IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISim: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential. For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below, apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails In between the nalling guide lines, apply 4 nails 1' Nailing 40" 0 above tab cutouts malting certain tabs of overlying shingle cover nails. Guide lines (1016 mm) 51 / 4' — 133 mm) 141/ 4" _ 11/ 2' 36 mm) (362 mm) • • — • 11 NOTE: Apply nails on painted guideline. Figurel6- 6 Faste.ningl)widentiatandPresddmhal7ZShake V diameter asphalt roofing cement sbingles on low and standard slopes. Figure 16--7.. Fastening Presirlentird and Presidential M Sbake sftg( es on steep slopes. 6. 9.1 Hip & Ridge for Presidential Shaker', Presidential Shaker" IR, Presidential Shake TLT'" Presidential Solarisr": 6. 9.1.1 Option 1: Presidential Accessory' PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12" x 12'; Portland, ORproduces 97/V x 131/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1Tll" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar Crestrm, Cedar CrestTm IR hip and ridge shingles. 6. 10 I I-IATTERASTM: LOW, STANDARD AND STEEP SLOPE: Figure 15 3: Fastening Hatteras Shingles on Low and Slandard.Vopes For low:and standard slopes, use fire nails for each full Hatteras shingle as shown above. Exterior Research and Design, LLC. Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION mm) Figure 154. FasteningltaltemsSbingles on Sleep.Vopes For steep slopes, use fire n dls and eight spots of asphalt roofing cement for each full Mutenas shingle as shown abonr. Apply I' 25mm) diameter spas of roofing cement (ASTM D 45861jpe 11 suggested) under etch tab corner. Press shingle into place; do nor expose cement. CAUTION: Too much roofing cement can cause shingles to I fister. Evaluation Report 3532.09.05-Rli FL5444- R10 Revision 11: 12/08/2016 Page 10 of 12 t ''r 6.10.1 Hip & Ridge for Hatteras''": 6.10.1.1 Option 1: Accessory for Hatteras r Figure 15-14.• 18 three-piece units separate to make 54 HatterasAxessory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9.1 230 mm) I I I I I astiI 8„18" L 460 mm) ( 203 mm) Cap Cap CapShingleShingleShingle— 9 Figure 15-20: CutHatteras sbingles to make cover cap. Figure 15-21: Installation of caps along baps and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° N13111adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATE T"", HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE- I PO—) 1 (230am) Miami - Dade requites SIX nabs (lwo nails installed over center tabu, as sham]. Figure 11-3: Use FIYBnaikforevery Krgblm d Slate sbingle. Use FIVE nails and BIGHT spots of asphalt roofing cement" for each full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 6LemWaderequi- SlXna'( 1kvmile in hff. d warew(ar tabu, as sho_m Figure 113 Use HIN nails and eigbt spots ofaspbalt roofing cement under eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11. 1 Hip & Ridge for Highland Slate TM, Highland Slate'" IR: Refer to instructions herein for Cedar Crest''", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 F)o JITRINITYIERD 6.12 PATRIOT'"": LOW AND STANDARD SLOPE STEEP SLOPE Use POUR nails for every full shingle located as shown below. Use POUR nails and four spots of asphalt roofing cement for every full shingle as shomi below. Asphalt roofing cement meeting "'1SPd1h D4586 Type D is suggested. Apply V(25 mm) spots of asphalt roofing Sealant cement as shown. r _ _ _ _ _ _ _ CAUTION: Excessive use of roofing cement can cause shingles to blister. 6-118' - t `(25 min} 1' (25 mm)- 156 min) I+ 13-1iB' 1 716' t3 fd' t'— 1 ) Ran log Cement) I-.- 1243- --I-- is vs' --1-- 12AT { MM111 (SiiPm) (MM) 6.12.1 Hip & Ridge for Patriot'"": Refer to instructions herein for Cedar Crest', Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION . FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 Honda MILding Code Online Page 1 of 1 7, ..vv s Nfessional` Regulation t Y _ • .• i00PR'HQ Ef xA000i 08PRI OBPR6fv1:il*N9- COtTACt OOPR Florida Pr I Product Approval 12 USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Rem fts - An lica+in FL# Type Manufacturer Validated By Status FL15216-R2 Revision InterWrap, Inc. Category: Roofing Subcategory: Underlayments John W. Knezevich, PE 954) 772-6224 Approved History vw-.y -". r PpN d oy --ue ie-wep dnp rauneu py me ruu ano/or me commission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M - Im Credit Card Safe https://www.ftoridabuilding.org/pr/pr_app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 Professional Regulation 9` - ..,.. i; t '. .. «' r,68PR HQ:GEr,.AB+J11T D8Pq OBPR Di@ISIONS COtiT4Cip8Plt a r j ProductApproval ID USER: Public UserdbT1Yt, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r- Method 2 Option B 04/28/2015 04/29/2015 OS/04/2015 06/23/2015 10/10/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MW ® ® tChak Credit Card Safe https://www.ftoridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 UNDge-LP-/ 10-6-Al T k EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/201S. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. 4. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability REFERENCES: Eniiiy Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITYI ERD 6. 3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6. 4 RhinoRoof U20: 6. 4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6. 4.2 Single Laver: Roof Slope > 4:12: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure,< 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver; 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey— QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate afAuthorization #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 3 of 3 FI rida Product Approval USER: Public User pnl x myia:: Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 16568 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other n.....n _ A....r..-.F:... ALL FL# Tvoe Manufacturer Validated By Status FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, Approved R1 Category: Roofing PE History Subcategory: Roofing Accessories that are an Integral Part of the 717) 317-8454 Roofing System Approved by DBPR. Approvals by UBPK snail be reviewed ano ratlneo by Lne eul- ano/or me commission a necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Sta m nt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cmdit.Card w 77, 0C a https://www.floridabui(ding.org/pr/pr_app_lst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 2 I Business & '-co BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search FI rida r` Product Approval s USER: Public User P: srsfiae4r. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived C1 Product Manufacturer MILLENNIUM METALS INC. Address/ Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol. com Authorized Signature James Buckner jimmy@cbuckinc. net Technical Representative Tonya Steele Address/ Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000. net Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W/- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI CertOfIndep.odf 1709. 2 https:// www.ftoridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvq... 11 /30/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary nf Prndurts Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL # Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 01 MMI-2 OffRidaeVent-ASTME330- Steel EVALREPORT.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure. +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 RI AE 01 MMI-2 OffRidgeVent-ASTME330- Steel EVALREPORT.pdf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 02 MMI-215 OffRidgeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 RI AE 02 MMI-28 OffRidgeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovricht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Klfec Ctedit Card Safe ya e s 'm4tatlril 'l;lilc: httDS://www.floridabuilding.org/Dr/Dr aDD dtl.aSDX?Qaram=wGEVXOwtDava... 11/30/2017 CSpeCIafi,W rmtrLmmi l.irdl Ene,Ineq.=rinq I CBUCK, Inc. Certificate of Authorization ##8064 Evaluation Report MMI-213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 111 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: Roofing Accessories that are an Integral Part of the Roof System MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER_14 Date: 2 / 26 / 15 r nntPntc- Evaluation Report Pages 1— 7 Secur. EkctrorScSeil forSue Ekctronk5uhm1t41 llliii.lr,,yr No 31242 STATE OF FWRIDP G` c Digitally Signed by: James t. Buckner, P.E. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 N.- U` " gineerIn Page Report No.,: 2 of 7 MM 2B ORV ER_14 c9fi-W Structural Engineering CBUCK, Inc. Certificate of Authorization ##8054 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3: Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.; 15-104-MM-2B-0RWER_14. Page - 3 of 7 SpEacla ttj St nict'ural Enginepring CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and _Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations rand Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 4 of 7 Speclaltj Struchxal Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-213" Off Ridge Vent with Detachable Baffle by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 16' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 C UCK En ineerine, Page Report No.. 5 of 7 MM-26 ORV ER_14 SpeCialN Stn—m= ' jrdl Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-213 Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CUCK Enin erin Page Report No.: 6 of 7 MM 2B ORV-ER_14 Specialty Structurcsl EnglnElEnt'Inq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI- 213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck Profile Drawings 5- 1/9" 1/ 8"j 18-1/4" I _ 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI- 2" Steel Off Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle I Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Cninrin Report NO.: 15 104-MM-2B ORV-ER_14 Page' 7 of 7 Speclalfiy Strucfiurc9l Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR \—.Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) MPI Nominal Lengths 4 Ft. 6 Ft. Detachable Baffle Y Two piece system that slides into lower flange of vent and secured with fasteners r2„ 5` spaced 4 o.c. Typical Fastener(s) i 'ter 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM METALS, INC. 10200 Eastport Road Jacksonville, Fl 32218 877- 358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be 1 4" thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Leneth Net Free Area (sa in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent. Nail must heASTMF1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 * Aluminum is only available with detachable brfe due to Florida Product Approval. Page 1 Florida Building Code Online Page 1 of 1 tPrafessionalRegulat on -u,. ODPRHONEr A90t1T DBPR ,DBPR:DtvISION5',;CONtAMDDPR db a fit_` Product Approval USER: Pubiic User 6n ma im Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL C_-k 0e 0fc _ Ann H: 04n Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL17867 New Lott's Concrete Products Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Thuy H Huynh 813) 645-0166 Approved rPp-a gr morn. nPpiw 'r Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W ® klrcc Is Credit Card Safe https://www.floridabui[ding.org/pr/pr_app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 I Search .; BCIS Home I Log In j User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links Florida Product ApprovalUSER: aor Public User voelnr!.vriia Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL17867-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh W/ Validation Checklist - Hardcopy Received Certificate of Independence FL17867 RO COI Letter of Independence.Ddf Referenced Standard and Year (of Standard) Standard Year ACI318 2011 ACI530 2011 ASTM A416 2006 ASTM A615 2009 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r i Method 1 Option D 07/03/2015 07/03/2015 07/09/2015 08/20/2015 10/14/2017 FL # Model, Number or Name Description 17867.1 Lintel 8" Precast/ Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions Ddf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE 8in Lintel Load Tables Ddf FL17867 RO AE Letter of Evaluation Ddf FL17867 RO AE Duality Control Manual.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MMEN epluck M Credit Card Safe https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 EN n -® SS®0Ut1®nS Today' s Ideas — Tomorrow's Results July 2, 2015 LOTT' S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions,.lnc. — CA No. 26300 — (Mail): PC Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 3521588 — 5311 Fx: 3521588 — 5411 Web: www.florida-en.ineer.com DESCRIPTION AS FURNISHED: Lot 57, KENSINGTON .RESERVE, as recorded in .Plat. Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc. /- 7 n y PART OF LOT 36 PALM HAMMOCK ALLOTMENT J PLAT BOOK 1, PAGES 104-105) S 00e18'41" E 60.00' LOT 56 10.00' LOT 57 27.04' 27.04' 10.00, 7 h Lo e ro 10.00' 10.00' 26.50' 25.50' 25.50' I 10' U77L ESMT. I — _ _ — _ I — — LOT 58 2J3.20' PC) 60.00' CRAWLEY DOWN LOOP 50' PRIVATE RIW) PROPOSED FINSHED SPOT GRADE ELEVATIONS FR' N ' = 25PERORAINAGEPLANSPLOTPLANAREACALCULATIONSREAR20' DRAINAGE FLOW 'S 0 IMPERVIOUS COVERAGE— ET OR 43.OS SIDE 5' OR 40' LOTS LOT G7RADINGTYPPROPOSEDCLOTCONTAINS7, 5211 SQUARES SIDE = 7.5F FOR0' LOTS PROPOSED FINISH FLOOR PER PLANS - 28. I' Q LMNG AREA CONTAINS 2,463t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC LANA1 PORCH CONTAINS 568t SQUARE FEET SIDE STREET - 25' CRUSE'NM.ET-R-SCOTT ASSOC., INC. - LAND SURVEYORS., 5400 E. COLONIAL OR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436P , PUT PAL • P®IT oN LDC F .FIELD TV. - TYrD:AI NOTES: IP. . DVOX Puc PAL . POWT w PEVERSL CIIRVAT NE . ISM ROD PIM . POW M COPGRID CLRYATME 1. TM UNDERUGNED DOES NERM CERIFY IW IMS SURVEY MEETS 7NE STANOMOS OF PRACDCE RT ram DY Inc ItawA 801RD OFsET Ul . CONQM My 4 RAa . RADIAL SET ML . 1? IA •/Rt AS% NA NPRI-RAOIAL PRonmw II. SlN7MOM AN0 MAPPERS W MAPTER 3F17 RORIM ADMRtl nwivr C00E. PVRS to SFDIIEN 472A77, nARJAA STAKES 2' NRESS'EIOMM W M SLRPETDR'S MGMILRE AND ORK,9W. RAMEO SEAL. TMS SURVEY YAP. OR COPA7t'AREAM WIM. PZ3 - P[fffJER[D VP. VRNELS POW PAJ. . POINT LF WbO4TING CALL . CALLUUTED 17OS 5:9lbEY YI,IS PRFPARFD'fI7r7Y TRIE iLYTELAION NRHWAD .ro TIE' SIWYETOR. 7HERE'ANY BE ORRF `RF57R1CIADIS OR FASEMEMS TINT AFFECT IM PROPERTY. PAC. . POWT OF ®DrQCEIFtIT IRx . PERµIN Rf ERi" MMWM F . LTIL L ME FF. :'MUMTWO" FLOOR K LLNE KNMILEOISKRSL • lAAL7ANO SCTMCK LO[ 4, fED UIOFRGROIRND'7YPflbVDIENlS. IOWE DEQI EDMhD MASS ORIDRRSC 5lIOYM. . 5, Tw atpars PRamw FOR nc SME RMEM OF ROSE CERTSIED TO ANO 57 " NOT RE RUM UPON RY MT Oflm! &MIT. RN RRAR-ff-VAr EJL • DENII MWMT. • CASEIENI R.0. • ]IASE DEARINO DQ N6D 7 BEABA aYS C WM Fes{ 1MED WM OF DON VEEFMS HEREON MSE W BE USED TO REGOITSMNCT POLWOVeY IRiES. 7. BEA@ET.S. ARC 9laED 7i'SWFD'Di/11P M9 ON 7NE LPIE SNDFN AS R4tE OFAIIDR• (AEL) room. DaAWAG[ a ELEVAnow, F-ROBµARE stso -w NOONLL croon C TERIMA MTw OF wo w&Ew oTNEMNSE AOIEA urn. UIILIfY Q3G . p1AW LIHt TFlICE Tl] L 9. CERR7IUT'E OF AI!IN'JRIWRXI M. 45M, C/D . C6l7STL RAGE U' (E F- I. 20': DRAWN RY.' P.C. • -T OI' GINATIRS OF TANGENCYIL: CER77FIED !k1' - txTE ORDER rro. N PLOT PLAN 10-09-17 4316-17 o - DELTA FORMSOARD FOUNDATION/nEVS. 01-02-17 5940-17 Ci NORTH THIS MLOWIPROPERTY DOES NOT LIE Wfrhw C THE ESFA80SHEO 100 YEAR FLOOD PL4NE AS PER FIRM' N WffT1. LS SRj1. ZONE 7rWP j 1211700090E (09-28-07) 17 - 3 EDUNIV IRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 57 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Southeast Corner Was Building Pad Staked: Y Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N UES Project No: 0110.1700732.0000 Workorder No: 9349890-1 Report Date: 01/08/2018 LIES Technician Bailey Gant Date Tested 01/04/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor General Description of Soils Encountered: 0'-4' Gray/Dark Brown Sand,4'-5' Dark Brown Sand, 5'-7' Dark Brown Sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 1 East Footer 0-1 ft 105.4 12.2 103.9 9.6 99 Pass 2 North Footer 1-2 ft 105.4 12.2 101.8 12.6 97 Pass 3 South Footer 1-2 ft 105.4 12.2 104.4 9.8 99 Pass 4 NWC 1-2 ft 105.4 12.2 100.4 9.0 95 Pass 5 SEC 2-3 ft 105.4 12.2 100.7 7.8 96 Pass To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i _ 1 Application No: l 1 5 la nsi . On Documented Construction Value: S Job Address: CHistoric District: YesFlNo f Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissv or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infolcr 7,api-orlando.com HoWS Property Owner Information Name An Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing; Inc. _ Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CF-CO57881 Arch itect/Eng I neer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 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. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date - f A. Thomas Smith Print Contractor/Agent's Name ckoj Aft Wgoll? Sipa&A of Notary -State of Florida D AAetei t L Wamtcke-Smith NOTARY PUBLIC ESTATE OF FLORIDA w ? Comtn# GG136869 1 1 Expires 8/21/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application a CITY OF SANFORD BUILDING $ FIRE PREVENTION PERMIT APPLICATION 3" Application No: f `3r1 Documented Construction Value: $ L 0 4( oJobAddress:43 6 J 1 L Parcel ID Historic District: Yes No Type of Work: NewResidential CommercialAdditioinAlteration Repair Demo Description of Work: NIP, t 1 r-1 n A_ Change of Use Move Plan Review Contact Person; Phone: Namerl Street: VftCity, State Zip Name Street: City, State Zip: fS Name: Street: City, St, Zip; Bonding Company: Address: Title: Fax: Email: Property Owner Information Phone: 46 % Ca - 9 a) Resident of property? ; ,N(-) Contractor information Ltk IY I(- l X1 Phone:-- 2_ 69 '1 Fax: 140, bL- State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hasconunencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 1.05.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building CodeRevised: June 30, 2015 Permit Application NOTICE; In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction valu, credit will be. applied to your permit fees when the permit issued. e OWNER'S AFFIDAVIT I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Date Print Owner/agent's Name. Signature of Noiary State of Florida Date Owner/Agent is Personally Known to Me orProducedIDTypeofID gnature of Contractor/Agerrr Date rrc Ppin Contractor/Agent's Name r a.1 J7DtoSignat0011"/-I,ySule.fFl..da x1j,PAMELA S rERNUS COMMIWOO GG 110$22 Expire;, August7, 2021 0tatr Idrntu6ud9etNolaryServkes Contractor/Agent i Personally Known to Me or Produced ID T e of ID Permits Required: Building n Electrical Mechanical n Plumbing Gas RoofConstructionType: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min, Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes E] NoEl APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS:, Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00003183 Date 1/18/18 Application pin number . . . 338820 Revision number . . . . . . . 1 Property Address . . . . . . 3653 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0570 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 269656 Application desc Need NOC Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 18.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2581.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1026269 Permit pin number 1026269 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 70.00 Issue Date . . . . 1/18/18 Valuation . . 4977 Expiration Date . . 7/17/18 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 810.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00003183 Date 1/18/18 Application pin number . . . 338820 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-BLDG REINSPECTION 35.00 O1-BLDG REINSPECTION 35.00 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 33.65 O1-BLDG DBPR SURCHARGE 47.48 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 00 .00 70.00 Other Fee Total 13100.71 13071.71 .00 29.00 Grand Total 13170.71 13071.71 .00 99.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00003183 Date 1/18/18 Revision number . . . . . . . 1 Property Address . . . . . . 3653 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0570 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1026269 Permit pin number 1026269 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / CITY OF SANFORD BUILDING PREVENTION PERMIT APPLICATION Ap cation No: ov4 00DocumentedConstructionValue: $ , j Job Address: ( t-4 k NIQVIX• ({$` Historic District: Yes Nog, Parcel ID: _ _ Residentiac Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Persons : Phone: `t-1 Name Street: City, State Zip: Name -T Street• City, State Zip: Name: Street: City, St, Zip: _ Title:. Email: Property Owner Information 7 Phone: 4_ _ _ ems-? i Resident of property? Confiracfor Informations G_. / 6g5 - 3 Phone• `-t - `f C © rs co Fax: `-t d 7- 6 State License No ,C8 c.LILI0 Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, eta FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, ITS 713. The City or 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 be done in compliance with all applicable laws regulating construction and o` " g; Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Date will MY COMMISSION #,PF998962 0 7 EXPIRES Juice 05, 20X tA07 9B.Otr•.`. ':FEoridallotary ariice:com Owner/Agent is Personally Known to Me or Contractor/Agent'is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID . BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: _m_ # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: _ Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 JZDELAIR, State Cert CAC032448 HEATING o AIR CONDIITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 99 M.00 SAWGRASS OPTSTUDY 35 / 2.0 15.0 4 9,332.00 SE=AGATE VERSIONuIIr .tea w., m r 3: ._: 1°°5 0 `' 3 97' '00 SEAGATE VERSION III OPT BATH 2 3.0 _ _ 15.0 4 51139 00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.0.0 SEAGATE VERSION III OPT BONUS BATH .__ 3.5 __. .__ 15.0 _ 4 59-2.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 57926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 15.0 4 5747.00 SUMMERLAND OPT BATH 2 13.5 1 15.0 5 5,896.00 SUMMERLAND OPT BDRM 5 13.5 115.0 5 ts'(;019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2nd year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and M D 65. For any interior kitchen hood that has a fan greater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials DESCRIPTION AS FURNISHED: Lot 57, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Matthew Kent Reichert; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 56 0 0 co LrA 3653 C• QPRw LEY L.)ocoo Lis P w4n-31a3 PART OF LOT 36 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104-105) REC. 112" I.R. ,S 000 1 8' 4 1 " E REC. 1/2" I.R. NO 1.0. 60. 0 0' NO I. D. REC. 112" I.R. NO I.D. Ly9p G CONC. WALK B.B.) S 00019' 09" E 60.00' CRAWLEY DOWN LOOP 50' PRIVATE RIW) Co ICJ 00 00 LOT 58 233, 20' REC. 112" I.R. (PC) NO 1. D. GFL PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 3,031t SQUARE FEET OR 43.OX SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A ONTAINS 7,052± SQUARE FEET SIDE 7.5' FOR 60' r<QG LIVINGLOT AREA CONTAINS 2, 63-k SQUARE FEET SIDE 10' FOR 5' LO SS PROPOSED FINISH FLOOR PER PLANS = 28.1' QQ CONC/LANAI/PORCH CONTAINS 568t SQUARE FEET SIDE STREET = 25' CRUSEYWEYER—SCOTT ASSOC., INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PAL. • POINT ON LINE NOTES: F FIELD TYP. • TYPICAL IP. = IRON PIPE PR.C. POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. •IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.N. CONCRETE MCNUMENT RAD. •RADIAL 2, UNLESS EMBOSSED WITH SURVFI'OR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. = 1/2' IR. /BLB 4596 NA. NGN-RADIAL W.P. VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONSREC. RECOVERED P.O.B. POINT DF BEGINNING CALL. =CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.D.C. = POINT OF COMMENCEMENT PRM •PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&D =NAIL t DISK BSL BUILDING SETBACK LINE BN. BENCHHARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES. R/W RIGHT-OF-WAY ESMT. =EASEMENT B.B. •BASE BEARING Z BEARINGS, ARE BASED ASSUHED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIN, DRAINAGE 8. ELEVATIONS, !F SHOWN, ARE BASED ON,AIATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. = UTILITY CLFC. = CHAIN LINK FENCE 9. CERTIFICATE OF AVIHORIZATION No. 4596. VD.FC. = VOOD FENCE C/B CONCRETE BLOCK SCALE I— 1 m 2O'—i DRAWN BY.. P.C. POINT [IF CURVATURE P.T. = POINT OF TANGENCY CERTIFIED BY: DATE ORDER N0. DESCRIPTION RESC, = RADIUS PLOT PLAN 10-09-17 4316-17 L ARC LENGTH DELTA FORMBOARD FOUNDATION/ELEVS. 01-02-17 5940-17 DC = CHORD FINAL/ELEVS. 00-00-00 1336-18 L.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN — IRUSENM MI • - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" ER, R.L.S. /14714 ZONE " X" MAP / 12117CO09OF (09-28-07) JA L.S 1 4801