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Home My WebLink About3744 Crawley Down Lp 17-3263; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 1716,0 0 0 9 , BUILDING APPLICATION #: 17-10000945 BUILDING PERMIT NUMBER: 17-10000945 UNIT ADDRESS: CRAWLEY DOWN LP 3744 TRAFFIC ZONE:922 JURISDICTION: SEC: TWP: RNG: SUP: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME- ADDRESS: DATE: December 29, 2017 17-20-31-5VC-0000-0840 PARCEL: TRACT: BLOCK: LOT: 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: 3744 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 84 ,SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS N/A SingleCUEFamily HousingFIRE 705.00 00 1.000 dwl unit 1.000 dwl unit LIBRARY CO -WIDE ORD Single Family Housing SCHOOLS, CO -WIDE ORD Single Family Housing PARKS N/A 54.00 5,000.00 1.000 dwl unit 1.000 dwl unit LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE STATEMENT SIGNATURE: RECEIVED BY: PLEASE PRINT NAME) DATE: 4 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO N TIF- 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 MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. REQUEST FOR TUG & PREPOWER AGREEMENTEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I 1.3nh q Project Name: Kensington Reserve Project Address: 3-1 LkLi Gm _ o Building Permit #: (- — j j 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. S. 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 Print Name of Owner/Tenant 00#_ SignaturJ of Ow enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name of Ge . Contractor a/ , Signature of Gen. ontrac or CBC1257565 Gen. Contractor License # CALLED INTO: Progress Energy Rev. 02/10/15) Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # Florida Power and Light on / / 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: 17-3263 Parcel ID Number: 17-20-31-5VC-0000-0840 al'ir`1i'I 11AL(l r 0111,10LE COUNT'i OF' CIRCANT C:OIET & C:ONFgROLLERilillr,r , a J.-tJ. [.if'J:a1CLEW!' v 20181)12-039 FUi1F:[}ED C+?J111;'2+i18 +_+12-1:3-°24 F't1 RECORDMG FEES $10.Cin K ORCU BY 11devore 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 # 84 of Kensinqton Reserve 3744 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 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 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. Dayna Whitson Assistant Secretary 5' nature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Tide/Office) Authorized Officer/Director/Partner/Manager) State of Florida County of Orancle^ - The foregoing instrument was acknowledged before me this day of `)n" 20 18 by Dayna Whitson . Who is personally known to me IX OR Name of person making statement who has produced identification type of identification produced: TRACY LEIGH MC DONALD MY COMMISSION ff FF325012 EXPIRES October 06, 2019F. L"') 398 `2M rioridallotaryService com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION \ D Application No: 1 - 32-63 Documented Construction Value: $ Job Address: 3744 Crawley Down Loop Sanford, FL 32773 Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0840 Residential X Commercial Type of Work: New X 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: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Email: votero@nvrinc.com Property Owner Information Phone: 407-692-9820 Resident of property? : Contractor Information Phone:. 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A 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 l 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. v 10 -7 o zo Signature o Agent Date Signature of Co aor/Agent to Vicky Otero Print Owner/Agent's Name Signature of Notary-State of lorida Date_ TRACY LEIGH MCDONALD MY COMMISSION # FF925012 r EXPIRES October 06. 20'i9 I407; 3(j8-015:; Floritlaele:.myService ccnr Owner/Agent is -Z Personally Known to Me or Produced ID Type of ID Vicky Otero Print Contractor/Agent's Name Signature of Notary- ate of Florida ate J v-1 9'. TRACY LEIGH MCDOIV>^ LD MY COMMISSION # FF92501:: EXPIRES October 06. 2019 r407, 3SII-0`53 Florid8Nlc;,VySer,TCe con• 4d Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R' Electrical [R' Mechanical 129 Plumbing[?S]" Gas[]Roof Construction Type: Occupancy Use: Q,3 Flood Zone: k-6 Eta Total Sq Ft of Bldg: Min. Occupancy Load: I # of Stories: 2— New Construction: Electric - # of Amps Z&D Plumbing - # of Fixtures t $ Fire Sprinkler Permit: Yes No Xr # of Heads APPROVALS: ZONING UTILITIES: COMMENTS: ENGINEERING: M-kC-1 21-J1 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 14b .5 1. imp. Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: 5r t249-k'l Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 1-1-2 Address: 3'? BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT' S 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 Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1V&CHANICAL PERMIT' r Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Revision Response to Comments 13 DEC 14 2V Permit # I I Project Address: 3 151 Ph: / / ` L L Email: Trades encompassed in revision: 1' Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date jZA 7 Fax: General description of revision, G Z6bpi Q )104Jot)'!!t Plumbing Electrical g' Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 0 R CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx:407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-3263 Date: 12/12/2017 Project Description: New SFR Contact Name: Vicky Otero Job Address: 3744 Crawley Down Loops'(Lot 84:) Contact Email: votero(a,nvrinc.coIn This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. 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. 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 FBC 107 J D1qZ 5. The Jurisdiction number on the cover page of the Energy Calculations is required to show 691500 and the permit office is Sanford. 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 BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-3263 Date: 12/12/2017 Project Description: New SFR Contact Name: Vicky Otero Job Address: 3744 Crawley Down Loop (Lot 84) Contact Email: votero(a,nvrinc.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. 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. 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 FBC 107 5. The Jurisdiction number on the cover page of the Energy Calculations is required to show 691500 and the permit office is Sanford. 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 o° C 1877— 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: 3744 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0840 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) k OFFICIAL IJSE Ik 4, W „9. Flood Zone: X Base Flood Elevation: NSA Datum: NSA 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 0 The parcel is not in the: W 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# 17-3263 Reviewed by: Michael Cash, CFM Date: November 21, 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Application No: -- 320 Documented Construction Value: $ 94,333 Job Address: 3744 Crawley Down Loop Sanford, FL 32773 Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0840 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 Phone: 407-692-9820 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 Title: Production Admin Email: votero@nvrinc.com Property Owner Information Phone: 407-692-9820 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: Mortgage Lender: Address: brian@abdesigngroup.com N/A 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: 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, 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. 9 124 7 0 20 f Signature o Agent Date I signature of Co ctor/Agent E6te Vickv Otero Vicky Otero Print Owner/Agent's Name Signature of Notary-State afl:lorida Date - P LEIGH MCDONALD moo: = TRACY MY COMMISSION # FF925012 EXPIRES October 06. 2019 1407i 30.0?53 FioridaPlcaNSer:ice con- Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature o'er TRACY LEIGH MCDOivAI_u MY COMMRISSION # FF92501" ar EXPIRES October 06. 2019 i807; 3S30'S3 FlOritla a:eNServlce cum Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: & WASTEWATER: BUILDING: Revised: June 30, 2015 Permit Application 1 I Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y ti°8 7- 4 Landscaping in Right -of -Way www.sanfordn.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 0 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 survey, site plan or plat clearly identifying the Know whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3744 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of work: Construction of New Single Family Home Other: Emergency Repairs This application is sub itted by: Property Owner. Signature: 4h Print Name: Vicky Otero Address: 4307 Vinelan d #H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: 20 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and uhdgrstand tlbotbove statement and by signing this application I agree to its terms. Signature: Date: 10/20/2017 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. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: , ''U -Zo Site Inspected by: Date: Special Permit Conditions: November 2015 Kuvv use unveway.par SQ.FT. CALC.'S IST FLR LIVING low 5a FT. 2ND FLR LIVING 1;331 5a Fr. TOTAL LIVING 2,421 Sa FT. ENTRY 35 Sa FT. GARAGE 455 5a FT. LANAI ISO 6a FT. TOTAL 3015 SOL FT. OdPUBR NO CLADDM WM LOAM BA81D WM EXfMM FM 7 M3000 OUVM CALL # 8oLk'4m ZONE TOO MPH WI DPoarAMDEFIdTICNwarmFswr I ID 161-0' x 1'-0' Iffi' 84' 5 24Bm/-3m16 OW.D 2 20 3m68 DR 36• 80' 4 28J0/-3059 3 IT 25-5H 38' 63' 5 28.45/-31A6 4 1 33 1 (2) 25-5H 16' 63' S 2113/-34M 5 41 6068 MID 14' 5 2612/-33.% 6 tl 25-SH 38• 63' 1 4 28A5/-3095 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT-150 / VA5D=116 MPH 5. MTERJAL PRESSUIRM COEPPICENT•. JD C. RISK CATEGORY -TYPE If D. EXPOSURE CATEGORY C NOTE: VALUES FOR CCMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. FSCR 5TH ED. 0014) ALLOWS THESE F'RESS11RE5 TO BE MULTIPLIED BY 0,6 TO MEET THE ALLOWABLE ORElNOMINALTESTEDVALUESUSEDBYPI.'ODUCT Ar-nAER5_ NOTE: L FRICR TO DRTWL L MSTALLATIQI ON ALL FRAMM Me"NS 2'-& FRCM TIE FLUSH FLOOR LULL BE E+FRAYED AND TREATED W 'BORATE' A TE nM TWATM OMMY DEI-T, FLATS bf WOOD FRAMM S' Oc. A CABINET SECTION bXb Pt FY)ST TO T-B' AFF. 5' 15' - 2' S' 1-TYP1- I I BEAM To Mara I I Calm 111014 I I j I LANAI I I 0 I I Ib'-0x10'-m I I F e 0 m II' -Es' 14'-4' 4'-0' G' II II II II 2)25-S4 I I I I IO 5O A I O I CiRR `F ETTE s 0HIND Ie'-e• a.O. I 6' 3'- 4' 0 GREAT ROOM I I'-2 1/2'I It' ` 4'-2- 2'-10' 6'L5 I/2' 9'-4' i o3 0 4.1 I I S e iRIT KITCHEN 2' HW i e'-a' cLG. CAFF'ED v WALL i• ,ri,; Si `^ m 4 ry n F a p-6DELUPry is STLD LBILL . 44 Y ry R LSFI m C ia C 4-51{ FC v 2Rrr0 13'-2' e N vIN O ICI 2 6 I•I wTlc e STUDY e I I Sr Iti 12'-4Sc10'-6' mD e'-e• clla.. 10 eFOYER M.i. .9 v PWDR. 4'-2'PED. e eSnlo v D 068 Is B n I ENTRY n s v e'-8• CLc v 2 CAR GARAGEV-81 0 Ma 8'-r C7.(s ----- LtE OF 2ND FLOOR ABODE m I N5 IrI L I w'-m• x Tom• oH D O J 1'-4' 2'-B' 21'-4' 30' -0' FIRST FLOOR PLAN SCALE: 1/4 " I'-0' ELEVATION A R C H I T E C T S q9up.G 1441 N. RONALD REAGAN KM LONGWOO D, FL32750 PH: 407-774 78 FAX:407-7744078 abeesigngmep.cam AA #: 0003325 SLJHDIV. & LOT: KENSINGTON RESERVE LOT #a4) MODEL• SUMMERLAND VERSION#01) PZWJECT#: 2997.000 PAGE: FIRST FLOOR PLAN DATE: 10 /12 /1 SCALE: 1/4"=1'-0" SHEET 3 or 9 CO Pp BR AND CLADOM WM LCYDB BAND VVM E7POWM FOR 4 NEcc#D Gums CALL# SQUARETACE DrE 2GNE 60 APH W D NDnt F9aNR I Ei Ec 36' 61' 5 7865/-3785 2 131 3051-644 36' 61' 5 2865/-3126 2A 12 33 -FG 36' 48' 5 MON-38.10 IB 6 E #W 36' 61' 5 I8b5/-3185 3 15 36' 11' 5 28b5/-3185 4 Ei 4Tl 48' I6' 5 2343/-3340 5 ES EGRESS 36' 61' 4 28b5/-3114 6 5ECCA;Eq 36' 61' 4 28b5/-3114 WIND DESIGN CRITERIA A BA51C WIND SPEED MPH (3 SECOND WST) VULT=140 / VA51D=116 MPH 6. INTER!NAL PRESSURE COEFFICIENT—.15 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE. VALUES FOR COMPONENTS A CLADDING PRESSURE ARE BASED ON THE Wit D£SKN WIND SPEED. FE1CR 5TW ED. (2014) ALLOWS THESE PRESSURES TO DE MULTIPLIED DY OA'a TO MEET THE ALLOUTACLE OR NOMINAL TESTED VALUES USED CY PRODUCT MANUFACTURERS. NOfE: L PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MB'18ER5 2'-0' FROM TFE FWSH R.O:RWL.L OE SPRAYED AND TREATED V'EORATE' A TER'STE TREATED SFRAY I0'-0 9/4' 7ND. 8'-8' m m leAc e.e m sqw aN elar MR. ROOM 0'-0' FIN. FLR oF — 42' FL HALF WALL HANDRAIL • 36' NOTE, HMIDRAJL6 WITH A OIRg1LAIE CRO86 WCTICN SHALL NAVE AN OUTSIDE DIAI'E OF AT LEAST 11. (32 M1) AND NOT OFEATIER THAN 2 INCFE6 (51 M1). P TI-E HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DrIENSICN OF AT LEAST 4 INCHES (102 Ml) AND NOT GREATER T-M 6 }' (160 MM) WITH A MAXPMM CRO66 SECTION CF D0-MMIGN OF 2 i' (31 MMA EDGES 8"-L NAV£ A MNIMIYI RADIUS OF 0m1 NCH (0.25 M). TRAILING DETAIL 61AO3 DATA: 18 MMM 07.60' 16 TIMADS 010' +1' RO6ING 2M N't. Nutt #!aR W IPA GN I/ALL! •' OG H4dc STAIR SECTION LINE OF 15T FLOOR BEI CAI SECOND FLOOR PLAN SCALE: 1/4 • F-0' V A N C N I T E C T t DesignGrouOI2. 1441 N. RONALD REAGAN &M. LONG WOOD, FL327W PH: 407-7746078 FA%:407-7744078 www.a Id.11 ng.o 1— AA #: 000332 rV I SUHDIV. do LjoTil KENSINGTON RESERVE LOT #84) moDEL' SUMMERLAND VERSION#01) PROJECT#: 2997.000 PAGM SECOND FLOOR PLAN DATE: 1 O /12 /1 scAT.TM 1/4°=l'-O" SHEET 4 o1r 9 70/20/2017 Ilk Irpt C05s rrv, rtor nti i Parcel Information SCPA Parcel View: 17-20-31-5VC-0000-0840 Property Record Card Parcel: 17-20-31-5VC-0000-0840 Owner: BRISSON WEST PROJECT I LLC Property Address: 3744 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary Parcel 17-20-31-5VC-0000-0840 Owner BRISSON WEST PROJECT I LLC Property Address 3744 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 2018 Working Values 2017 Certified Values Valuation Method Cost/Market i Cost/Market Number of Buildings j 0 I 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag_ Just/Market Value `" i $14,000 1 $10 Portability Adj Save Our Homes Adj T$0 -- 0 Amendment 1 Adj 0 P&G Adj.___.._...__...._______ 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 LOT 84 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 ( 0 14,000 Schools 14 000 0 14,000 City Sanford 14,000 0 I_. 14,000 SJWM(Saint Johns Water Management) 14,000 j 0 14,000 County Bonds 14,000 0 14,000 i Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land i Method Frontage Depth I Units Units Price Land Value LOT 1 $14,000.00 ! $14,000] Building Information - Permits Permit # Description Agency Amount I CO Date Permit Date 1 http://parceidetail.scpafl.org/ParcelDetail Info.aspx?PlD=l720315VC00000840 1 /2 10/20/2017 SCPA Parcel View: 17-20-31-5VC-0000-0840 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l720315VC00000840 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: IO _21 t 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: sn 4q C"__' e-'- -b e-, tom, f 'D o (! Street Address) 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 rRr1')S7S9S May 20,2018 The foregoing instrument was acknowledged before me this2d day of 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) —FY-6 r Pcrn a_ Print or typel name F41 TRA.CY LEIGH MCC ONI' '-' ` Notary Public -State of MY COMM'SS.OPJ Commission No. F= Gi 5 5 G 1 Z g? • oT" EXPIRES O%tobrir Uh. "W "1 J My Commission Expires:to 1 53FlontlaPlocY%r,:rwce am 1407) 33 ......... Rev. 08.12) RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot84KensingtonReserveSummerlandAGRW Builder Name: RYAN HOMES Street: 3744 CRAWLEY DOWN LOOP PermitOffice: SANFORDCity, State, Zip: SANFORD, FL, 32773 Permit Numberil 7 _ 3 2 6 nSANpot&1) 3Owner: Jurisdiction: 91 00DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2529.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 996.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 268.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1384.00 ft2 6. Conditioned floor area above grade (ft2) 2421 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(213.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.56 108.83 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 64.75 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.60 40.00 ft2 SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.873 ft. Area Weighted Average SHGC: 0.305 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1381.0 sqft.) Insulation Area 0. 950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features b. Floor over Garage R=11.0 291.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 66.84 Glass/ Floor Area: 0.088 PASS PwTotal Baseline Loads: 66.67 I hereby certify that the plans and sp ifications covered by Review of the plans and Sr`TF thiscalculationareincompliancehtheFloridaEnergyspecificationscoveredbythis' O4$ E Code. calculation indicates compliance 141 with the Florida Energy Code. kPREPARED BY: ""- DATE: 10-16-17 Srott Pratt Before construction is completed this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f ObW' E withtheFloridaEnergyCode. t4 OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier 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 5.0 ACH50 (R402.4.1.2). 10/ 16/2017 12:29 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot84Kensington ReserveS urn Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 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 64 KENSINGTON RESE 3744 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE v 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 2421 21062.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft2 logo ft2 11 0 0 1 0 0.38 0.62 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1384 ft2 0.11 Wood 10/16/2017 12:29 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ape Space R-Value Ft In Et In Area R-Va[up Fraction Absor-Gr: 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 8 8 316.3 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 8 8 73.7 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 8 8 351.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 29 6 8 8 255.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 8 8 268.7 ft2 0 0.25 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 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 S 1 Metal Low-E Double Yes 0.56 0.29 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 S 2 Metal Low-E Double Yes 0.54 0.32 16.2 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 3 W 3 Metal Low-E Double Yes 0.56 0.29 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 4 W 3 Metal Low-E Double Yes 0.56 0.29 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 5 N 5 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 N 6 Metal Low-E Double Yes 0.54 0.32 16.2 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 7 E 7 Metal Low-E Double Yes 0.56 0.29 5.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 E 7 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 9 E 8 Metal Low-E Double Yes 0.6 0.32 40.0 ft2 11 ft 0 in 1 ft 2 in None Exterior 5 10 E 8 Metal Low-E Double Yes 0.54 0.32 32.4 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000276 1755.2 96.36 181.22 2484 5 10/16/2017 12:29 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 38.5 kBtu/hr 0 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cent Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb ]Mar Apr May X Jun X Jul Au Se Oct Nov Dec Heating JanFeb Mar Apr i May i Jun i Jul AuXj SepJXJ Oct XNov lX] Dec tXVentin [ lX] JanFebXMar A r [ tl Ma [ Jun [ Jul llAug Se Oct Xj Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/ 16/2017 12:29 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3744 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. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 996.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 268.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1384.00 ft2 6. Conditioned floor area (ft2) 2421 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.56 108.83 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 605.25 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 64.75 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.60 40.00 ft2 a. Central Unit 38.5 SEER:15.00 SHGC: SHGC=0.32 d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 2.873 ft. a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average SHGC: 0.305 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 a. Electric Cap: 50 gallons EF: 0.95 b. Floor over Garage R=11.0 291.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: c'"THE 53' "@ f C D WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/16/2017 12:30 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Kesldentlal Whole Building Performance and Prescriptive Methods ADDRESS: 3744 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 L/s/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. El 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)011 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 L/min) 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. 10/16/2017 12:30 PM 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 (1YC) 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 '/z 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). 0 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 60oC). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with 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. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/16/2017 12:30 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 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. 10/16/2017 12:30 PM 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: Lot84KensingtonReserveSummerlandAGRW Builder Name: RYAN HOMES Street: 3744 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/doorjambs 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 10/16/2017 12:30 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotWensingtonReserv... wrightsoft® Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project 16formation., For: RYAN HOMES 3744 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.50F Sensible gain: 29702 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5268 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 34970 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 30776 Btuh Latent capacity: 7073 Btuh Total capacity: 37848 Btuh Model: GSZ140421K+ASPT47D14A 104% of load 134% of load 108% of load SH R: 81 % 8:Heating.•Equipmen#: Design Conditions Outdoor design DB: 42.3°F Heat loss: 26776 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 126% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 92% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 OF 2017-Oct-16 12:18:45 4 Q_ wrightsoft" Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1Z..ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W pComonent Constructions Job: Lot84KensingtonReserv... wrightsoft® Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3744 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range ff) - 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 W BluhV-°F ft'-°F/Btuh BtuhV Btu BtuhM Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board intfnsh Partitions 1213-0sw: Firm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low-e innr 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (6.67 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 216 0.091 13.0 2.52 543 2.35 507 s 366 0.091 13.0 2.52 921 2.35 860 w 194 0.091 13.0 2.52 488 2.35 455 all 1155 0.091 13.0 2.52 2912 2.35 2718 n 336 0.201 0 5.57 1871 4.37 1469 e 184 0.201 0 5.57 1024 4.37 804 s 301 0.201 0 5.57 1677 4.37 1317 w 54 0.201 0 5.57 300 4.37 235 all 875 0.201 0 5.57 4872 4.37 3825 252 0.097 11.0 2.69 677 1.75 441 n 15 0.540 0 15.0 228 15.9 243 e 15 0.540 0 15.0 228 39.2 598 s 31 0.540 0 15.0 456 16.2 494 W 31 0.540 0 15.0 456 39.2 1196 all 92 0.540 0 15.0 1369 27.7 2531 n 16 0.540 0 15.0 244 14.1 230 e 33 0.540 0 15.0 489 33.9 1107 s 16 0.540 0 15.0 244 15.7 256 all 65 0.540 0 15.0 978 24.4 1593 e 5 0.540 0 15.0 78 39.2 204 e 40 0.620 0 17.2 687 16.1 643 w 12 0.540 0 15.0 179 39.2 471 2017-Oct-16 12:18:45 4- wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1ACM...ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W Doors 11JO: Door, mtl fbrgl type w 11 DO: Door, wd sc type n Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr 20P-13c: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 233 0.068 13.0 1.88 439 0.98 228 58 0.068 13.0 1.88 109 0.98 56 115 0.989 0 27.4 3150 0 0 2017-Oct-16 12:18:45 wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 AC...ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W Wrightsoft® Project Summary Job: LotWensingtonReserv... Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: RYAN HOMES 3744 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 10-16-17 SRP i -Qesi n Information ::4 1,:v.. Weather: Orlando/Jetport, FL, US 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 21222 Btuh Ducts 5553 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26776 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (W) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cool in 2429 2InN 20484 20484 0.41 0.21 140 72 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AHRI ref :8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.5 HSPF 38000 Btuh @ 470F 27 OF 1283 cfm 0.048 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20177 Btuh Ducts 9525 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 29702 Btuh Latent Cooling Equipment Load Sizing Structure 3223 Btuh Ducts 2045 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5268 Btuh Equipment Total Load (Sen+Lat) 34970 Btuh Req. total capacity at 0.81 SHR 3.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN- JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref :8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 31185 Btuh Latent cooling 7315 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2017-Oct-1612*18,45 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCA...ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft® Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: LotWensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 ft 53.0 it 3 Room height 8.3 ft 8.7 ft heat/cool 4 5 Room dimensions Room area 2464.8 ft2 1.0 x 576.8 ft 576.8 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 Vf/ 12C-Osw 0.091 n 2.52 2.35 396 381 960 896 0 0 0 0 2A-2om 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 352 336 1871 1469 283 266 1483 1165 2A-2om 0.540 n 14.96 14.08 16 0 244 230 16 0 244 230 11 12C-Osw 0.091 e 2.52 2.35 236 216 543 507 0 0 0 0 2A-2om 0.540 e 14.96 39.23 5 0 78 204 0 0 0 0 2A-2om 0.540 0.201 e e 14.96 5.57 39.23 4.37 15 257 0 184 228 1024 598 804 0 144 0 111 0 617 0 485tj13A- 2ocs 2A-2om 0.540 e 14.96 33.86 33 0 489 1107 33 0 489 1107 2A-2omd 0.620 e 17.17 16.08 40 80 687 643 0 0 0 0 12C-Osw 2A-2om 0.091 0.540 s s 2.52 14.96 2.35 16.18 396 31 366 51 921 456 860 494 0 0 0 0 0 0 0 0 w 13A-2ocs 0.201 s 5.57 4.37 318 301 1677 1317 0 0 0 0 I--G 2A-2om 0.540 s 14.96 15.65 16 0 244 256 0 0 0 0 12C-Osw 0.091 w 2.52 2.35 236 194 488 455 0 0 0 0 2A-2om 0.540 w 14.96 39.23 12 0 179 471 0 0 0 0 2A-2om 0.540 w 14.96 39.23 31 0 456 1196 0 0 0 0 Vf/ p 13A-2ocs 0.201 w 5.57 4.37 74 54 300 235 35 15 82 64 11J0 0.600 w 16.62 18.51 20 20 334 372 20 20 334 372 P I-D 12B-Osw 0.097 2.69 1.75 270 252 677 441 113 95 256 167 11 DO 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C 166-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P-13c 0.068 1.88 0.98 233 233 439 228 0 0 0 0 F 20P-13c 0.068 1.88 0.98 58 58 109 56 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 55 Envelope loss/gain 16974 15252 5155 3758 12 a) Infiltration 4249 1375 865 280 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 21222 20177 6020 4958 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21222 20177 6020 4958 15 Duct loads 1 26% 47%1 5553 9525 26% 47% 1575 2340 adTotalroomload 26776 29702 7595 7298 Air required 1283 1283 364 315 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsall 2017-Oct-16 12:18:45 P. Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 ft 11.5 ft 3 Room height 8.7 ft heat/cool 8.7 ft heat/cool 4 5 Room dimensions Roam area 13. 0 x 25.0 ft 325. 0 ft2 1. 0 x 155.0 ft 155. 0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtufVftz °F) BtutVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 T-1 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 4.37 113 73 407 320 0 0 0 0 2A- 2om 2A- 2omd 0. 540 0. 620 e e 14. 96 17. 17 33. 86 16. 08 0 40 0 40 0 687 0 643 0 0 0 0 0 0 0 0 Vl/ 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 G Vf/ 2A- 2om 13A- 2ocs 0. 540 0. 201 s s 14. 96 5. 57 16. 18 4. 37 0 217 0 217 0 1211 0 951 0 100 0 84 0 466 0 366 G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 16 0 244 256 12C- 0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 DPI 12B-Osw 0.097 2.69 1.75 0 0 0 0 157 157 421 274 D 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 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cp1 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 154 1 Envelope loss/gain 3346 1759 1446 895 12 a) Infiltration 620 201 188 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 3966 3160 1634 956 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3966 3160 1634 956 15 Duct loads 26% 47% 1038 1492 26% 47% 428 451 Total room load 5004 4652 2062 1407 Air required (cfm) 240 201 99 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht9oft` 2017-Oct-1612:18:45 AFA 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 Z..ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsofta Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 ft 30.0 It 3 Room height 8.7 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 16.5 x 13.5 ft 5 Room area 36.0 ft2 222.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btu[/ft22 °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 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 108 03 234 218 I--C 2A-tom 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 Vy 13A-2ocs 0.201 n 5.57 4.37 70 70 388 304 0 0 0 0 I 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 V l12C- Osw 0.091 e 2.52 2.35 0 0 0 0 132 117 294 275 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 15 0 228 598 13A-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 2A-2cmd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 Vt/ 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 t-G 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 t-D 13A-2ocs 0.201 w 5.57 4.37 39 39 218 171 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 26 122 Envelope loss/gain 953 459 1145 1527 12 a) Infiltration 204 66 450 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1 1157 525 1 1595 2502 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1157 525 1595 2502 15 Duct loads 26 % 47 % 303 248 26 % 47 % 417 1181 Total room load 1460 7731 2012 3684 Air required (cfm) 70 331 96 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft- 2017-Oct-16 12:18:45 AC*, Right-Suite® Universal 2017 17.0.23 RSU23828 Page 3 ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft® Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 5. 0 x 5.5 ft 27. 5 f12 1. 0 x 102.8 ft 102. 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°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 Vf-G 12C- 0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L- C 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 2.35 40 40 101 94 36 31 78 72 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 5 0 78 204 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 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 2A- 2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C- 0sw 0.091 s 2.52 2.35 0 0 0 0 48 48 121 113 2A- 2om 13A- 2ocs 0. 540 0. 201 s s 14. 96 5. 57 16. 18 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 DP I- D 12B- Osw 0.097 2.69 1.75 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 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 8 Envelope loss/gain 121 126 350 527 12 a) Infiltration 75 24 158 51 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) 196 150 508 578 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 150 508 578 15 Duct loads 26% 47% 51 71 26% 47% 133 273 Total room load 247 221 641 851 Air required (cfm) 12 10 31 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-16 12:18:45 A Right - Suite® Universal 2017 17.0.23 RSU23828 Page 4 ndAGRW\ Lot84KensinglonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft® Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 3. 5 x 5.5 ft 19. 3 ftz 13. 0 x 10.5 ft 136. 5 f12 Ty Construction U-value Or HTM Area (fie) Load Area (ft2) Load number Btuh/ft2 °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 VL/I- 12C- 0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vf/ 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-20m 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 V 12C-Osw 0.091 e 2.52 2.35 28 28 71 66 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 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 2A- 2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C- Osw 0.091 s 2.52 2.35 44 44 111 104 84 69 173 162 2A- 2om 0.540 s 14.96 16.18 0 0 0 0 15 13 228 247 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 V)/ 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 I_ G 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 V)/ L- D 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P L- D 126- 0sw 0.097 2.69 1.75 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 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 24 Envelope loss/gain 195 185 500 578 12 a) Infiltration 135 44 158 51 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) 330 229 657 629 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 330 229 657 629 15 Duct loads 26 % 47 % 86 108 26 % 47 % 172 297 Total room load 417 337 829 925 Air required (cfm) 20 15 40 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2017-Oct-1612:18:45 P. 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 ndAGRW\ Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 ft 11.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 13. 0 x 10.6 ft 137. 6 ft2 10. 5 x 11.5 ft 120. 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°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 V-G 12C- 0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 20m 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 l- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 Tj12C-Osw 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 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 2A- 2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2om 0. 091 0. 540 s s 2. 52 14. 96 2. 35 16. 18 84 15 69 13 173 228 162 247 92 0 92 0 232 0 216 0 Vf/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 I- G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 1q/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 DP L- D 12B- Osw 0.097 2.69 1.75 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 16B-38ad 0.026 0.72 1.41 137 137 98 193 121 121 87 171 F 20P-13c 0.068 1.88 0.98 0 0 0 0 79 79 148 77 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0_ 0 0 0 0 0 0 6 c) AED excursion 24 24 Envelope loss/gain 500 578 467 440 12 a) Infiltration 158 51 173 56 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) 657 629 640 496 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 657 629 640 496 15 Duct loads 1 26 % 47%1 172 297 26 % 47% 167 234 Total room load 829 925 807 729 Air required (cfm) 40 40 39 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C . wrightsoft' 2017-Oct-1612:18:45 Right - Suite® Universal 2017 17.0.23 RSU23828 Page 6 ndAGRW\ Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft® Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 ft 5 Room area 38.5 ft2 57.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12C-osw 0.091 n 2.52 2.35 56 56 141 132 0 0 0 0 LG 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vf/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 V6 12C-0sw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0Ij13A- 2ocs 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 Vt/ 13A-20cs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0D P 12B-Osw 0.097 2.69 1.75 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 16B-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 4 Envelope loss/gain 169 176 42 78 12 a) Infiltration 105 34 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) 274 210 42 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 210 42 78 15 Duct loads 26% 47% 72 99 26% 47% 11 37 Total room load 346 309 52 115 Air required (cfm) 117 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. G P. '' wrigF7tSoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Oct-16 1 Page 7 4 ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W 9 wrightsoft® Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 ft 48.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 7.5 x 9.5 ft 71.3 ft2 1.0 x 379.8 ft 379.8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number Btuh/ft2 -0 F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 232 232 585 546 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 V- 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 lG 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A-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 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 0.091 0.540 s s 2.52 14.96 2.35 16.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 152 125 314 293 2A-2om 0.540 w 14.96 39.23 0 0 0 0 12 0 179 471 2A-2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 V+/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0D P 128-0sw 0.097 2.69 1.75 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 1613-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 33 307 Envelope loss/gain 51 68 1871 2903 12 a) Infiltration 0 0 720 233 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) 51 668 2592 3136 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 668 2592 3136 15 Duct loads 26% 47% 13 315 26% 47% 678 1480 Total room load 65 983 3270 4616 Air required (cfm) 3 42 157 199 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsof - 2017-Oct-1612:18:45 zA 9 Right-SuiteG) Universal 2017 17.0.23 RSU23828 Page 8 ndAGRW\Lol84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot84Kensin gtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BATH 2 2 Exposed wall 16.0 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 10. 5 x 5.5 ft 57. 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuhfft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.52 2.35 0 0 0" 0 V 2A= 2om 13A- 2ocs 0. 540. 0. 201 n n 14. 96 5. 57 15. 94 4. 37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 11 12C-0sw 0.091 e 2.52 2:35 0 0 0 0 2A 2om 0.540 e 14.96 39.23 0 0 0 0 2A 2om 0.540 e 14.96 39.23 0 0 0 0 j 13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 C 2A-2om 2A- 2omd 0. 540 0. 620 e e 14. 96 17. 17 33. 86 16. 08 0 0 0 0 0 0 0 0 Vt/ 12C-Osw 0.091 s 2.52 2.35 44 44 111 104 Vf/ 2A- 2om 13A- 2ocs 0. 540 0. 201 s s 14. 96 5. 57 16. 18 4. 37 0 0 0 0 0 0 0' 0 I- G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 L- G12C-Osw 0.091 w 2.52 2.35 84 69 173 162 2A- 2om 0.540 w 1496 39.23 0 0 0 0 2A- 2om 0.540 w " 14.96 39.23 15 0 228 598 W L- D 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 P. D 12B Osw 0:097 2.69 1.75 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 58 58 42 82 F 20P-13c 0.068 1.88 0.98 0 0 0 0 F 20P-13c 0.068 1.88 0.98 58 58 109 56 F 22A cpl, 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 195 Envelope loss/gain 663 1197 12 a) Infiltration 240 78 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 903 1274 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 903 1274 15 Duct loads 26% 47% 236 602 Total room load 1139 1876 Air required (cfm) 55 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2017-Oct-16 12:18:45 P. Right - Suite® Universal 2017 17.0.23 RSU23828 Page 9 ndAGRW\ Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W In wrightsofto Duct System Summary Job: LotWensingtonReseryDate: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3744 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.275 in/100ft 0.275 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 124 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BATH c 115 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BATH 2 c 1876 55 81 0.354 5.0 Ox 0 VIFx 26.0 70.0 BED c 925 40 40 0.328 6.0 Ox0 VIFx 18.8 85.0 st2 BED 3 c 925 40 40 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 h 807 39 32 0.380 6.0 Ox 0 VIFx 19.5 70.0 GREAT RM h 3798 182 158 0.285 8.0 Ox 0 VIFx 29.4 90.0 SO GREAT RM-A h 3798 182 158 0.296 8.0 Ox 0 VIFx 24.7 90.0 st1 LAUNDRY c 983 3 42 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 4616 157 199 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 851 31 37 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3684 96 159 0.319 8.0 Ox0 VIFx 21.6 85.0 st2 MASTER W.C. h 417 20 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 247 12 10 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/ KITCHEN In 5004 240 201 0.275 9.0 Ox 0 VIFx 33.8 90.0 SO POWDER h 1460 70 33 0.288 5.0 Ox 0 VIFx 28.0 90.0 SO STUDY h 2062 99 61 0.279 6.0 Ox 0 VIFx 32.0 90.0 St1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 772 610 0.275 553 16.0 0 x 0 VinlFlx st2 Peak AVF 215 273 0.296 501 10.0 0 x 0 VinlFlx 2017- Oct-16 12:18:46 rwrightsoft Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 AF6..ndAGRW\ Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W 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 Mat] Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2017-Oct-16 12:18:46 wrightsoft Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ndAGRW\Lot84KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W V 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) EnergyGaugeOO - USRCSB v5.1 10/16/2017 12:29:04 PM Page 1 of 1 II II UNAJ I I II erm II II II II II II II II II cvs4164 I I I I I I i I 14x8 lwcd 1 160 VL J1 B' I 1 1Ox10 2wcd 200 I GREAT ROOM V_V CUL , li V I II --- I 11 I I O114xBlwcd 0 B' I y. W-W Cm a Pq ." Z---- — 6' U I l0x6 lwcd U ;; I I I 60 I I Ox6 rag i 5, V 4- S p 0) d O E C.-°, Q L C5 0 Ox 1w d 4- -P 5 a O \ :5 4' 3 Z I ENTRY N aOcin X E:— — — — — — — — r R) 3.5 TON W/BKW @240V IPH 2 CAR GARAGE 3 D platform by Z- as bl3 Ci dr1Bx13 plen D ~" scale 1/8'=1'0' 24xl4 rad D I I Li r' 4r x T-V OW.P 3' bath duct to roof cap w/ fan Nutone 6 6RNB 4° b Pa 8x4 lw cd w T 01 OD xA4' 1 -- LA n Mp g 9SIM aAL 4' IOx6 lwcd P 44° 1608lwcd y q 4 04 6' 16 rag W il B6DR0011 2 4- z O_ 0 1 1 111- 7wa-0' seu4 d U Q1 4 I x4 lwcd 14 6 O 11 16x r 1 10x6 lwcd I 40 I °• cLa 1 4' O a) L °' I d O C C pp 8 4 lw SO' Q L d 4-+> 5 a 8' Ox6 rag O \ : 3 4 M H' 3 Z Ox6 rag B®R00M 3 0 II 308aV-O'CL& d o IOx6 lwcd 1 4541 x s L, O N 8' 2Ox6 rag L 4- L i O T 6' a 0PA 12x6 lwcd SDac6 iwcd 20033 1a4E2 V_ V Ci4 IV-2'Xµ._3• V_ V CL°. 5' aI- ala Must have a mInlrlurl clearance of 4 Inches around the air handler per the State Energy code. AU duct has an r=6 Insulation value, Ilw4m,:J- t4 mm Llr1 6 , ICc--As )dL- a 'o Pt, wh6tfjc-4441'If 6. d- c, &1 A71 i L 1 VT-ry r1 rr/ d 3 ll RECORD COPY 3 V v t J N I J . IV V7 Upo 1 7 - 3263 RECORD COPY DESCRIPTION AS FURNISHED: Lot 84, 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. ZONIN5 D;hTE 2-uit.. Ok to construct single family home with setbacks and impervious area — shown on plan. q(0.6*10 ;Mp, you SUmrhetAana-A/c, of , GAP, LOT 77 LOT 78 I N 00019' 09" W 40.00' LOT 84 28 47' 5.00' 5.00' AC LANAI o 0 5.00, 5.00' 30.0' W W r Q0 o PROPOSED MODEL e 00 LOT 85 O SUMMERLAND-A\C p O 2 CAR GARAGE RIGHT ri" O o o C\2 0) M 0 00 00 ENTRY 5.00' 8.7 0 5.00' 3.5x3.5' ElAC M 21.3' 15.00' 16' DRIVE 25.20 — _ — LOT 83 110' UTIL. ESMT— O. 14 P.C. O 4' CONC. WALK CURB B.B.)N 000 9 9' 09" W 40.00' CRAWLEY DOWN LOOP (50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY P VNVVJCIOFV J: MJ V IVIJnCU PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REART= 20' PROPOSED DRAINAGE FLOW F4 IMPERVIOUS COVERAGE = 2,230t SQUARE FEET OR 46.5% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A 5 Q0 LOT CONTAINS 4,800t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 30.6' QQ L1V1NG AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/ L4NAI PORCH CONTAINS 662t SQUARE FEET SIDE STREET = 25' CRUSETNM. E-KER—SCOTT & ASSOC, INC, — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PD.L • POINT ON LINE NOTES: .. F • FIELD TYP. • TYPICAL I. P. •. IRON PIPE P.R.C. POINT OF REVERSE CURVATURE IRON ROD •POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF RAD. C.M. • CONCRETE MONUMENT RFD. • CMPROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STAKES NON - RADIAL SECI.R. •- I.R. r/XLH 4596 NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. WP REC. •. RECOVERED VR WITNESS POINT RECOVEREDJ. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. D.B. •. POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. O.C. POINT OF COMMENCEMENT PR.K • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 4 CENTERLINE FF. • FINISHEDBUILDING FLOOR ELEVATION NAILLDISKBx • BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R/ V RIGHT-OF-WAY BH. 3 BENCHMARK R/ B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. _- EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE e. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CL. • UTILITY CHAINLINKFENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. WD, F FENCE CONCRETE BLOCK C/B • CONCRETE SCALE 1- 1" _ DRAWN BY: sr P. C. POINT OF CURVATURE PC. PT. •. POINT OF TANGENCY CERTIFIED BY. DATE ORDER DESC. •' DESCRIPTION R =. RADIUS No.. PLOT PLAN 10-13-17 4782-17 L ARC LENGTH D •' DELTA C CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN------ -— THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM"X. RUSENM ER, R.L. . j 4714 ZONE X" MAP / 12117CO09OF (09-28-07) iM SCOTT, .LS 4F01 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.A1 Truss. com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:84 / MODEL:SUMMERLAND / ELEV:A / GAR R JOB#: 70023 MASTER#: XR5SUAL OPTIONS: LANAI RE: Job XR5SUAL 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-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SUMMERLAND Address: Subdivision: City: County: Hillsborough 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: 55.0 psf This package includes 42 individual, dated Truss Design Drawings and 16 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0068916 FG1 3/14/17 13 A0068928 FL10 3/14/17 25 A0068910 CA 3/14/17 2 A0068917 FG2 3/14/17 14 A0068929 FL11GE 3/14/17 26 A0068911 CJ2 3/14/17 3 A0068918 FG3 3/14/17 15 A0068900 A01 3114/17 27 A0068912 CJ3 3114/17 4 A0068919 FL01 3/14/17 16 IA0068901 A02 3/14/17 1 28 A0068913 CA 3/14/17 5 A0068920 FL02 3/14/17 17 IA0068902 A03 3/14/17 29 A0068914 CJ5 3/14/17 6 A0068921 FL03 3/14/17 18 A0068903 A04 3/14/17 30 A0068915 D01 3/14/17 7 A0068922 FL04 3/14/17 19 A0068904 A05 3/14/17 31 A0068930 HJ6 3/14/17 8 IA0068923 FL05G 3/14/17 20 A0068905 A06 3/14/17 32 IA0068931 HJ7 3/14/17 9 A0068924 FL06GE 3/14/17 21 A0068906 A07 3/14117 33 A0068932 J6 3/14/17 10 A0068925 FL07 3114/17 22 A0068907 B01 3/14/17 34 A0068933 J7 3/14/17 11 A0068926 FL08 3/14/17 23 A0068908 602 3/14/17 35 A0068934 L01 3/14/17 12 A0068927 I FL09G 3/14/17 124 IA0068909 I B04 3/14/17 1 36 A0068935 1 L02 3/14/17 The truss drawing(s) referenced have been prepared by MI Iek Ind ustnes, Inc. under my direct supervision based on ute pa ratnetarsp IV vweU ey.+-t r UV! uuaSaa, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019.E 1 NOTE.,The seal on these drawings indicate acceptance of professional k* 1'" engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the as building designer, perANSI1TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents)-' sprovidedbytheBuildingDesignerindicatingthenatureandcharacterofthework. The design criteria therein have been transferred to Anthony Tombo III PE by [All Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural 1,_ O n ° pgft,11,igned byA thonyTA' Engineering Documents) are specialty structural component designs and may be p tb T°"b°-' DW c=US, ri—FI d I Fort "+•. project's deferred or phased submittals. As a Truss Design Engineer (i.e., Special T- Pw—,°=wh.1H nze 1 Engineer), the seal here and on the TDD represents an acceptance of rofessional l . To m bo Engmeenng,rn Anth°nyT. {i P P P r Tomb., u1, j p engineering responsibility for the design of the single Truss depicted on the TDD on The _U Anthy.Tomb,:—hengi l Building Designer is responsible for and shall coordinate and review the TDDs for +I on aee" g"e` Y compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo Ill, P.E. E*'R, related notes. 3B BC A2 23 W Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 R®QF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job XR5SUAL No. Seal # Truss Name Date 37 A0068936 L03 3/14/17 38 A0068937 M6 3/14/17 39 A0068938 M6E 3/14/17 40 A0068939 MG7 3/14/17 41 A0068940 VM3 3/14/17 42 A0068941 VM5 3/14/17 43 STDL01 STD. DETAIL 3114/17 44 STDL02 STD. DETAIL 3/14/17 45 STDL03 STD. DETAIL 3/14/17 46 STDL04 STD. DETAIL 3/14/17 47 STDL05 STD. DETAIL 3/14/17 48 STDL06 STD. DETAIL 3/14/17 49 STDL07 STD. DETAIL 3/14/17 50 STDL08 STD. DETAIL 3/14/17 51 STDL09 STD. DETAIL 3/14/17 52 STDL10 STD. DETAIL 3/14/17 53 STDL11 STD. DETAIL 3/14/17 54 STDL12 STD. DETAIL 3/14/17 55 STDL13 STD. DETAIL 3114/17 56 STDL14 STD. DETAIL 3/14/17 57 STDL15 STD. DETAIL 3/14/17 58 1 STDL16 STD. DETAIL 3/14/17 Page 2 of 2 Job Truss Cuss ype ty y RYAN HOMES / SUMMERLAND A0068900 XR5SUAL A01 Hip Girder 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altwss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:46 2017 Page 1 I D:?sOQvllzBGko2hFpRYib=Opep-_?IcJ9z9K43sTpc32XXPZVk?tdCDrgkSvYGkUtzbJOV r1-0 Q 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 31-0-0 1-0-0 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 1-0-0 Dead Load Dell. = 7116 in 4.10 = 2x4 II 3x8 = 7x10 MT20HS= 4x4 = 2x4 11 4x10 = 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.72 10-12 498 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-M) Wind(LL) 0.38 10-12 940 360 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-5 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 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 28) Max Uplift 2 = 961(LC 4) 7 = 961(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/2032, 3-20=-6367/2691, 20-21=-6367/2691, 4-21=-6367/2691, 4-22=-6367/2691, 22-23=-6367/2691, 23-24=-6367/2691, 5-24=-6367/2691, 5-25=-6390/2703, 25-26=-6390/2703, 6-26=-6390/2703,6-7=-5136/2029 BOT CHORD 2-13=-1782/4652, 13-27=-1780/4668, 27-28=-1780/4668, 12-28=-1780/4668, 12-29=-2587/6390, 11-29=-2587/6390, 11-30=-2587/6390, 10-30=-2587/6390, 10-31=-1784/4664,31-32=-1784/4664, 9-32=-1784/4664,7-9=-1787/4648 WEBS 3-13=0/509, 3-12=-925/2061, WEBS 3-13=0/509, 3-12=-925/2061, 4-12=-678/474, 5-10=-688/471, 6-10=-940/2092, 6-9=0/499 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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=lb) 2=961, 7=961. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 0% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 237 lb up at 7-0-0, 119 lb down and 140 lb up at 9-0-12, 119 lb down and 140 lb up at 11-0-12 119 lb down and 140 lb up at 13-0-12, 119 lb down and 140 lb up at 15-0-0, 119 lb down and 140 lb up at 16-11-4, 119 lb down and 140 lb up at 18-11-4, and 119 lb down and 140 lb up at 20-11-4, and 236 lb down and 237 lb up at 23-0-0 on top chord, and 369 lb down and 100 lb up at 7-0-0, 91 lb down and 22 lb up at 9-0-12, 91 lb down and 22 lb up at 11-0-12, 91 lb down and 22 lb up at 13-0-12, 91 lb down and 22 lb up at 15-0-0, 91 lb down and 22 lb up at 16-11-4, 91 lb down and 22 lb up at 18-11-4, and 91 lb down and 22 lb up at 20-11-4, and 369 lb down and 100 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-189(F) 6=-189(F) 1 1=-74(F) 13=-369(F) 9=-369(F) 20=-119(F) 21=-119(F) 22=-119(F) 23=-119(F) 24=-1 19(F) 25=-1 19(F) 26=-119(F) 27=-74(F) 28=-74(F) 29=-74(F) 30=-74(F) 31 =-74(F) 32=-74(F) t«« dq-11—it—¢!—WAIN: 111ILlS,'11iY MEW 1ANSA,:JiWd@!S MOM ClIfir UIN IM111W Ixe. Ircilf eeiip p:n9«td iel tttllit tresshtipCney(IP9;MgrlMnr l.Ireir lR;t..ld«na Siea ld«!n!-&1lss Y!«'.ite taleltllEe lC4,xN Abla-r«« 0eh-ffkudi«!! OONIlydd A,,Trm Oesge Eryc•Y _.Spwlry EE sr` Ws tlmlgE tgretMf rrrglaedM Mpc!«ulegm!!W rl:yxdSh b rRl syvdhtYlk ttr< Igow.r. .1r.«I81 r a - Ytkr.•, ktl«r udEius. swmt3( Anthony T. Tornbo III, P.E. as nedd sl«tltbMq' Ih 1 6.10 dlh 0—, bl O+m Ak. ged«6N IwMeq Dniga,e3e«wen dnlnr. dr lM tldtk hYlall«ruk tlliM} Re gpnddh 101 tll tly filN dfl l;rt hds6ghtll«y thrye, mhl diw huYl ud'hkre•µniwlktd 4 80083 11l bO6gO gxr«s 6rklhr AOM ssnMniklOO edSx pemro eryeel' dhe. kil6gE alocnt Sohn Aiu«elitl(tISOl iltk/1{I"WS1U «l tdY Itx pYd pMe«e. 1Mledl«sl!!•lsrtlsIA m tld blindpaLls, 4apa'rcnkipa7.««tlelnttu tl6;wn rdets 4451 St. Lucie Blvd. dMxln ara«IN rEaen«Iry«dlp4Ynr4lydl patiet lrn(rd Iklz,t Bet.«b14«isd,r tll k!Iliq OlfllOa_«Ln, Srnea hlY. d gklllq ul aiitdcld Rrl; «e rs ddlNw Ril Fort Pierce, FL 34946 oppight92U16 A-t Roof trusses- Aothony T. hiobe ill; P.E. Reproduouo of this document inoey form, is prohililed wilhout"he wrinen perooksk. from A -I Roof Twin Aribooy LTombo Ill; R.E. o HissTruss Type ty y RYAN HOMES / SUMMERLAND A0068901 XRSSUAL A02 Hip 1 1 Job Reference (optional) 1 ROOF TRUSSES, FORT PIERCE, FL 34946, designQo altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:47 2017 Page 1 I D:?sOQvIlzBGko2hFpRYib=Opep-SBJ_WU_n5OBj4zBFcE2e6j H BK 1 Y8aCPb7COHOKzbJOU r1-0-0 6-0-5 9-0-0 15-0-0 _ 21-0-0 23-11-11 30-0 0 31-0-0 1-0-0 6-0-5 2-11-11 6-0-0 6-0-0 2-11-11 6-0-5 1-0-0 4x4 = 3x4 = 4x4 = Dead Load Defl. = 11/16 in 4x6 II 3x8 = 54 wB= 3.8 = 4x6 11 21-0-0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLI. 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 12-14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 1.01 12-14 356 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.11 10 Was n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-M) Wind(LL) 0.20 12-14 999 360 Weight: 144 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = -74(LC 13) Max Uplift 2 =-357(LC 8) 10 =-357(LC 9) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-726/237,3-4=-2244/1546, 4-5=-2056/1425, 5-6=-1896/1369, 6-7=-1896/1369, 7-8=-2056/1425, 8-9=-2244/1546, 9-10=-726/237 BOT CHORD 2-14=-1261/2001, 13-14=-1349/2187, 12-13=-1349/2187, 10-12=-1268/2001 WEBS 4-14=-172/299, 5-14=-291/515, 6-14=-450/366, 6-12=-450/366, 7-12=-291/515, 8-12=-172/299 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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=357, 10=357. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard W.niq-ftmu "4 reflex 6' % I10's IWst1!S= ii' >fa3at I!L45 e:9%mIICMS (aS!OY tafJ'ji[1Ig98t[mAt(ar Mn irsifr teup rms; dnc mt rnl.des n s lnss eesipmery!1 }made Admr L I.se.la. r[.Idsna Siwldee.src. aelass dF.m.in Adel m d.Ito.mIt ltiiakrmete. tltlas ss0l:asattxdai60plardd Asaln:sD:sae fgarai:, spe(Engica Rde srinariOR rspn:ans marq ad{rsd:wul ngmsrigrepe;du*h dr dr 4syvel de sugdi Ilia in d:IOgnh..do 181 timup epxa,, dmai A.,woim sed h,•ia,Mwkitlnq Mngntbda.daa a..ar,r Owa.isM.nHq,6n de Ailtiq aesi¢er,u&urhddM .&IYM 1. Id wilfiq nk vt Rl.l. Ik q:md dhe l70et ai fie4 da r.,:: y q,m.F..c,ixu. s:m •ud.ktr q. an, Anthony T. 80083TombttI, P.E. da AatW L4w me(atift.ANW'sxr. Wa ItINaddspon.ml pmdmsdno hna.q(agmw sdsd W.e-KS0ldl.mt 11 I" mt SKA rerd—A drF dpd...11adios 6-q-&W,ukm,a lb kas,0.eipe,•,,n Ins pa;agum ed I-9.fid-,.dn, ?80083 foal. Mmd 4. (.eaw"M qm d nmm 40 wt . in hA 1®In;s Aeyn 6goea is LIM erkp}g.dpa, w (ns, sane (.ima flag natag. m,gwed.:; wa a, admx w ml. 4451 St. Lucie Blvd. opyright0 20164-1 Roof Lasses- Anthony L Ram6a 111,P.E. Repudusdom of this dovoromf in any form, is prohibitedwishoattbe written permh,ieafrom Ad Roof Dims- Anthony t. lomhe 111, P.E. Fort Pierce, FL 34946 Job I russ Type Qty Ply RYAN HOMES / SUMMERLAND A0068902 XR5SUAL A03 Hip 2 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:48 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-xNtNjq?PshJZi6mSAyZtfwpN W RvzJjdlMslrYmzbJOT r1-0-Q 7-1-8 11-0-0 19-0-0 22-10-8 30-0-0 $1-0-0 1-0-0 7-1-8 3-10-8 8-0-0 3-10 8 7-1-8 1-0-0 9 5x6 11 5x6 // Dead Load Defl. = 5116 in 4.611 3x4 = 3x8 MT20HS= 3x4 = 46 II 0E 11-0-0 19-0-0 30-0-0 11-0-0 8-0-0 11-0-0 Plate Offsets (X Y)- [2:0-3-11 0-0-12] [9:0-3-11 0-0-121 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 0.76 Vert(LL) 0.58 13-16 622 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.89 13-16 406 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.36 13-16 995 360 Weight: 129 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-5-9 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 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/55, 3-4=-2186/1561, 4-5=-1968/1385,5-6=-1800/1341, 6-7=-1968/1385, 7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953, 12-13=-961/1800, 11-12=-961/1800, 9-11=-1266/1953 WEBS 4-13=-362/394, 5-13=-152/438, 6-11 =- 152/438. 7-11=-362/394 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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=339, 9=339. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w¢niy Fleee Me lh rMrvGte'I I10if TIn!9,1SQErRK1X1RRUIMIdtlS(g5i0Yj 1UfPj iCCg;2i!@6YEk1'Ius. Iwdl Nrip p;¢x?dwt xEenl xRfndabloft Cesip Urtxug!tWl)ed YelAeq LTwhIII: FE.leh;ewe Skw!kdwe- gott¢dlwxuerodmRe Ito' It Yi1=. t<os[r ileles sidlkesd l¢r!c'OCvkede AsehrsAet 6{suYtie Sp;uFy f¢Q d k i6;rgm:Msnrmpandne{drsukd eky¢eengre:gw:lilnhl tk ercyadtlrc. srt¢eG tF dea er ne loc Ir ¢ lnl. rxe< : rrhs, Yxl en Idia - Anthony T. Tombo III, P.E. we eaY ;,ro.nugrY eq»:almda o»".mex¢r¢ egxenl"uo.gd,64xwndreucae eY lxuq<reamt n¢gn¢,Idh 0latsfieN nr.r,xaegtcwq l.Yla.mk.i,sdrt amd =80083 6, k1fiq iP.Wu¢twx 111alasd¢tisat10DWbp¢Cune.1p6husdI.hiligUR-1ShnIt IF. utSO-denrsehrp sdpdae 1111e -fi, gnuLl natd0nAlbLavk e,To. 5,1V*aaat1rts tawala.:W., 4451 $t. Lucie Blvd. Aunts. Nml N ¢ (uow greee¢p¢ Y ntmg yet ptw hoist It. rnss Wo blow n IN & Man Buipn. wino Sides 6puw d , b IM. a mddd e- to ndudW191Fort Pierce, FL 34946 Copyright 0241h4-1 tool Tnsses4ethonyLlombol101. Yepadodioa al this dommem, iany worm, is PIANWwit6moi..,into ptrmissid.boas 4.11aal inssts4ulhooy L Tomb. ill; F.I. Job Truss russType QtY Ply RYAN HOMES / SUMMERLAND XR581JAL A04 Hip 2 1 A0068903 Job Reference (optional) Hun: 7.640 s Oct t 2U1b Hnnt: t.64U s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04,48 2017 Page 1 I D:?sOQvIlzBGko2hFpRYib=Opep-xNtNjq?PshJZi6mSAyZtfwpJuRp 1 JjnlMslrYmzbJOT 1-0 6-5-13 13-0-0 17-0-0 23-6-3 30-0-0 1-0- 1-0- 6-5 13 6 6-3 4-0-0 6-6-3 6-5-13 1-0- 4x6 II 4x6 1/ Dead Load Dell. = 1 /4 in 3R 4x6 II 3x4 = 3.8 MT20HS= 3x4 = 4x6 II 10-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.69 11-13 521 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress it YES WB 0.25 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.31 13 999 360 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395,5-6=-1532/1289, 6-7=-1926/1395,7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532,12-23=-845/1532, 11-23=-845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 7-11=-465/531, 6-11=-222/498 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 (jt=lb) 2=358, 9=358. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 9n.nw rlute¢I.r:.xx Gx•T rost *1rca,"z.:u^.am3tt raase soin n tn•aw-wr-ruea:a;mw;erm,. rrdr prH m,:..anaw,Ha,tH,:h,rmm.ynl;ws.em.rLrKhin,r.l. rde•,.;,shrrdH..n ed,,,dfn.H>f:a„s rn.rdrwr-dhlutldnrWMIIis16 Rwleedi.AseirpsO:gxEtaxti.reud(tpH dsd D3rryrtsdsmH:geandnrdwulmlmrdi pm;htnmhlesyd0sn¢4xlr]NmgtRBmdr,sminrnita:ipn:nry¢s,lay Imw dii:d w.:tdn,lo,sr,mr h l,sw,t:rn,ixiinda n..^, a n.t s,aHnd gHEHIltmu o rH,u4e udm dtl, oc at ix as n'IHd ir nawrnl rht Idntmr as hu do r ,,. we,a and M Anthony T. Tombo III, P.E. i fl ei iq ry0.nsLl. nw h sad hmsnynsidlArd ZhehHlwiP:sigwai lmahHM ARsles sP m4mMlBR uddxn 1<e nipufnndHr biLfq(wra. Ih!tM1 ldnael ,nSn OhAd Fr In Ha RG we idne liar dniAHr inl ar-Me•esinstinen Akna d tH l' Lw.'nss k.m 1,q—nm lnss NmHHIwH "It" 7 8008 tMwlaardya:waafsP tpax wandl rm:n: unk:t tarnsotrn ttr nHMrothu.y std .nLns; srsx: Up. gain n 114 AlI grind na, HtHarbnarcmr. 4451 St. Lucie Blvd. Zt (tgyriR6191Q1d A -I laaiUmsss AnihonyLlnnSo III; P.E. Rsaradunina of t6isdowmeal, in any hrm, is prrhi6iled withrm;he wrirtenpermission lron A-i Roof irrssas-Ant6ony LTnn90 III: P.F. Fort Pierce, FL 34946 o russ cuss ype ty y RYAN HOMES / SUMMERLAND A0068904 XR5SUAL A05 Common 5 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@attmss.com 11-0-0 8-0-0 1 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 ID:?sOQvIlzBGko2hFpRYibzzzOpep-PaRIxA01 d?RQKGLejf46B8MXmg992, 4x6 = 5.00 12 ilk 3x4 = 3x8 MT20HS= 3.4 = 4x6 II 4x6 II Dead Load Defl. = 3/8 in I 10-0-15 9-10-2 1U-0-lb Plate Offsets (X Y)— [2:0-3-11 0-1-4] [10:0-3-11 0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.80 12-14 451 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.18 12-14 999 360 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552, 7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOT CHORD 2-14=-1295/1966,14-23=-737/1363, 13-23=-737/1363,13-24=-737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=471/701, 8-12=-425/553, 6-14=-471/701,4-14=-425/554 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12, 8, 14, 4, 10 and 10 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 13 checked for a plus or minus 5 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 (jt=lb) 2=374, 10=374. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ta% y-flwengllrttdxe'AIto,[41StSj'VA GEa7AlI[Ia 6[B%mav%[ ?OatlA [ 3:Gidt 6Y%1 Me.lriht q rerc9ntWexlw4sntittatEnipaaxy PJ WMt+harl.fwklS-1 tkea ldwere. Wetskleaiu Adr6elaa, dr aii33 (iat@+glexi soak ala fir 3Dakedd As+GrsD:sn.Egmxire Mgfgia`, tlt srA nvgi6;«Me:rmna;gmai{rdrsnalegwariq ragsedikh la ae ksyadksyk/rtR api anaeloo ah. aen lHl txa.tg+m:.yqua•,laiag u%aius,:s9mdM Anthony T. Tombo III, P.E. an.s atst Tm Mme a" I, rk'nP i%la dI. a—, 16 G..teaMcei gedu Itt inlfmg Desna, afieudtd da C fie laal ra iosl WAR'.' W Ttl L Ik qp da 6, IDlen R DeN i& ss, s:atugM+lag.sMeie,udl lin w+ aawgsaP: It ae ng-Myd :y 80083 otbill"W"stu%.chr Fllxlssn+d61k1BDnl kyenasnlpyedurdhealGq( ISdenNa +doaq[Sfll lti:kllrl';MStOerida ddr0a dp d+x+ 1NIefiasttangmsdrlmna/klusdlxLas.D:sw,T.nsoeh+'M a+ alnstuad+cma:ans 4451 St. Lucie Blvd. efinxis+afiadN+[ceAmlgradegakwdtnx M%!Ipties bnhN la Ga,s Bes.n Ggian is R-Ifie k:llmg Deslg%e_ ins, glae. bgeus'tnriatllg. ill mg.dr:a ar. ae nddtnl rc'81 Fort Pierce, FL 34946 oppighlD 2016 A-1Roof 6asses- Anthony 1. 7anbo III, P.E. Repron ion of this domment, in anyforn, is prohibiled without Ao written permission from A-1 Roof Foss:s- Aotho.y 1. lamb. III,P.I. Job I russ Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0068905 XR5SUAL A06 Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@attruss.com 6-0-5 6x8 3x4 = Run: 7.640 s Oct 7 2015 Pnnt: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:50 2017 I D:?sOQvilzBGko2hFpRYib=Opep-tm_78 WOfOJZHyQwgHMbLkLvhZEZrnZz2gAExdf 21-M 23-11-11 30-0-0 31-0-C 4x4 -- 44 = Dead Load Deb. = 11/16 in 3 4x6 II 3x8 = 5x6 WB= 3x8 = 4x6 II 30-0-0 Plate Offsets (X,Y)— [2:0-3-15,0-1-0], [5:0-2-12,Edge] [6:0-2-0 Edge] [12:0-3-15 0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.35 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.01 14-16 >356 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.46 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.21 14-16 >999 360 Weight: 150 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-2-9 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 = 1260/0-3-8 (min. 0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/249, 3-4=-2248/1576, 4-5=-2086/1470, 5-7=-1723/1251, 7-8=-1904/1404, 8-9=-1897/1384, 9-10=-2056/1441, 10-11=-2244/1560, 11-12=-726/240 BOT CHORD 2-16=-1290/2006, 15-16=-1367/2180, 14-15=-1367/2180,12-14=-1281/2000 WEBS 4-16=-187/257, 5-16=-249/471, 8-16=-462/344, 8-14=-346/369, 9-14=-290/509, 10-14=-174/296 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=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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=336. 12=413. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical pur in representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard Madp-Bwx"Irn.kx WA I IOOF 31ISS5!SEL'1% ORA HIM 9'13DIIAsMTOd,'Mr) LUNU FKAKAr lore. In#/duip µye. -am ul rnl tsu's fnsc Ce!ip Orte;N:,aalM kRop l.fukl&;t:.ieh,n;efln!tdne nr. Cekcr aRnsix sxtda6e lC@,wlr iNhkewe!ta, Ekks sldl ieoxtta g!iCCxk rdd Is oimsO:sg Eon _..Ea Ct ktiw" d +wwt'CO rpn:wnw,epenr#tkpd,nwlegiwny rz;pse:dihh for 4!ksipdNe wllei :fpiadngetOB yu1n 181 F ksop naspxes, kadq ia, ,tdeq vl nedb.-ossb,p 6iLiyuhupusl'xtil!d6s 0a.a, Ot O'un adnuN prFUMMIfmt O•:ga,a3e u4n dtl,9G&It(dta lwlwlhp eMe Mltlt Re rypu#the fCB wt ryfieN dllt t+st uCNgk.diq steep skl eBwNka:p skEkb pey Wild Anthony T. Tornb80083 lII, P.E. ii ho tr.IRq Nxfueu [wtrodu Al Mosmode MiOC n/lh ptdxes oo/p<.Ibndbe kilSry(erwwl Sdeg76,aotiw;ttSp/dti.kl l{t"M,xAnidarae/fu psd pxae 1M1lidusho nspostirdn MAAhsdlkl n, ksipa, hon k:ina ,eaminu Nah,hr i, odors 80063 mam:6hMN o iod,al rp,kpw n x ap k, a prc:, h,d,d. tk rm, kcn rpan I: r;r m kOliq Ce:lpn, w tin; ftd!a tpwa dwt Imr. AO;pndhN ,.; wr r, ac d ml. 4451 St. Lucie Blvd. ogyright9 2016 5-I faof Lrsszn-dnthony LTawha lll, P.F. Reptadnnionnl this document, inenytem,isp!ohihilzd without The Written yernissian from AI gaot Timm -kthony i. Tawga 311; P.E. Fort Pierce, FL 34946 oss tosstype ty Ply RYAN HOMES / SUMMERLAND A0068906 XRSSUAL 10-7 Roof Special Girder 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 1-0-0 6-5-7 10-8 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:51 2017 ID:?sOQvllzBGko2hFoRYib=OoeD-LvYVMs119ch8ZaV1r46aGYRaseabWwLB2a V95 3-1-3 3-10-13 4.4 = Dead Load Deb- = 7/16 in 5x8 II 3x8 = 5x10 MT20HS= 3x8 = TH026 6.6 = 4x10 = 0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.33 12-13 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.79 12-13 456 180 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Wind(LL) 0.37 12-13 972 360 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1828/0-3-8 (min.0-2-3) 10 = 2771/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 544(LC 8) 10 = 941(LC 9) Max Grav 2 = 1828(LC 1) 10 = 2771(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1334/70, 3-4=-3498/1054, 4-5=-3267/1035, 5-6=-3270/1027, 6-7=-5940/2010,7-8=-5940/2010, 8-9=-5806/1975,9-10=-5813/1999 BOTCHORD 2-15=-942/3143, 14-15=-1575/5215, 13-14=-1575/5216, 13-23=-1717/5415, 12-23=-1717/5415,10-12=-1752/5245 WEBS 4-15=-234/303, 5-15=-652/2196, 6-15=-2991/1108,6-13=-441/1033, WEBS 4-15=-234/303,5-15=-652/2196, 6-15=-2991/1108, 6-13=-441/1033, 7-13=-271/193, 8-13=-354/676, 8-12=-376/1371, 9-12=-140/271 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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=544, 10=941. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Use USP THD26 (With 16d nails into Girder & NASD nails into Truss) or equivalent at 21-4-12 from the left end to connect truss(es) MG7 (1 ply 2x6 SP) to back face of bottom chord. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 22-11-10 from the left end to connect truss(es) J7 (1 ply 2x4 SP), HJ7 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. HJC26 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 160 lb FT = 0% 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 237 Ito up at 23-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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: 1-5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 16-20=-20 Concentrated Loads (lb) Vert: 8=-189(B) 12=-369(B) 23=-1522(B) tBmar- Bau own¢Ie WA ;x il ill3,{nEtYSe:ite6lnvm(JSi011 y'Wl;r)tfi6nri(OeY1Fr Me. teMtWip mc3n,Wrxe xSsn'u: tray oe9p Orteq;lNjW141.narrtuk W,r.trlsna sza ldae ne. Ceks: e'lnxae,>;telun<ICB. rill -- Oil :ksmm4,r6asskak tfor UM. 4k,dAnthony T.TomboIII, P.E. W-dkiT h, m4i15,1 n r wlrtfdMawar,80083 Ne eallwPU Fa me [tattoo Illdts in no u lkInc nib Wa Ipeeemsdtm krldp Ognel Shlr Haaetim0(Spldl #Ih to al SrUm d dia pno rd—. 4451 St. Lucie Blvd. ma.,a,afmdxe; aomspmaepelewruryalp•aaa,d,d tcern,sox.:0[eta:aaear>Ne;uksl8a.atr,s;llanrrpsaa'egkauy dlaradmauresaralrllali:ml Fort Pierce, FL 34946 oppiR6t 0 2016 A 1 Roof busses -Anthony (.limbo 111, P.F. Reputdudion of this detumeot, in eny form, is pmhililed wilhoutthe written permissiea from A l Roof flosses -Anthony (.limbo ill, P.E. o russ cussType ty y RYAN HOMES / SUMMERLAND A0068907 XR5SUAL 801 Hip Girder 1 1 Job Reference (optional) Al KUUh I KUbb Lb, FUK I YILKL:t, I-L 3494b, oeslgn(galtfuss.corn 0-0 Kun: r.b4u s Up A zuib vnnc y.64u s uct y zU1D MIIeK Inaustnes, Inc. Mon 3-8-0 3-8-0 0-0 Dead Load Dell. = 3/16 in 5x8 II 1.5x4 11 5x8 = 1.5x4 11 Sxe II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 11-12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) 0.35 11-12 739 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/T1 Matrix-M) Wind(LL) 0.17 10-11 999 360 LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-5-12 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 = 1761/0-3-8 (min. 0-1-8) 8 = 1761/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 9) Max Uplift 2 = 650(LC 8) 8 = 650(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1214/289, 3-4=-3341/1241, 4-21=-3491/1397, 5-21=-3491/1397, 5-22=-3491/1397, 6-22=-3491/1397, 6-7=-3341/1241, 7-8=-1214/289 BOT CHORD 2-12=-1087/2997, 12-23=-1087/3015, 11-23=-1087/3015, 11-24=-1046/3015, 10-24=-1046/3015, 8-10=-1047/2997 WEBS 4-12=-2/507, 4-11=-336/735, 5-11=-565/382, 6-11=-336/735, 6-10=-2/507 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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=650, 8=650. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 237 lb up at 7-0-0, 119 lb down and 140 lb up at 9-0-12, 119 lb down and 140 lb up at 10-8-0, and 119 lb down and 140 lb up at 12-3-4, and 236 lb down and 237 lb up at 14-4-0 on top chord, and 369 lb down and 100 lb up at 7-0-0, 91 lb down and 22 lb up at 9-0-12, 91 lb down and 22 lb up at 10-8-0, and 91 lb down and 22 lb up at 12-3-4, and 369 Ito down and 100 lb up at 14-3-4 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 (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, 4-6=-60, 6-9=-60, 13-17=-20 PLATES GRIP MT20 244/190 Weight: 100 lb FT = 0% Standard Concentrated Loads (lb) Vert: 4=-189(B) 6=-1 89(B) 12=-369(B) 11 =-74(B) 5=-1 19(B) 1 0=-369(B) 21 =-1 19(B) 22=-1 19(B) 23=-74(B) 24=-74(B) Ra iey-Fhx amglhrnka Me'411C:f1Mcg k 9;ifa3AlftulSe:0a01t1uaS iJS!OYj CUf:r;t(RIi:BECiY:a1'hre. Ircdt m,ip Aasmart,d rnl rrtsnart irz,sCe,i«berul{IC9;mdlle Nfwrrfrz!€L°i;ri. irF nce SSMldre rc!. Gxkc, dlxa•Ise,SlHmHe tCC, al( Yii,kcamxx+AlWstidlkeseiww'CChle edd_Asains, Cerra tgale. 4.41 Eag.r' at ud wvr TW rqn o_ gwdwpm;smdrghxrhy,n;n:Ytry h,wletywdMe sh/etm:{gixOnwlCC edt,wn R41 a-..olays, I.riM u Me;,; 'et Anthony T. Tombo Ill, P.E. m.s<ax n.,,w./tA, s.rnf..,mwawa.M,wu..R,aG,x,Hq.a.wuingo-,,hamerah,uce,ucmwsmmaeq r emt ftrM:..ewme.,ru.;,dwr:,,t.:a.e y,tags«.os,A.n,awt,a sk:A.knsp.,mma wwirwo. en[ue,aa. AR ms d xh vtoew tx n Ir Am d #kdig(rayeN dghMsdsa kSAp16 ethl• d lOee,d ewp ate, mt dmswnpramnmda sa t,,:,e ,:n,:e., naeutnnauhaa n ' 80083Ztraem>etawka; rget.«eYnareycira,wnr:a.too-<„on,«tywa:F1wG,Yigm,ape,nLrugmautwadrgaaEut.:antaanNxa;nrsamnAhiNM. 4451Lucie Blvd. Fort Pierce, FL 34946 Cepyright9 2016 4 1Rmf Grsszs-Aathoay i. iamho lll, P.F. Repsoduaiaa of this docomeu4fn eny form, is piohikitzd adhoundeMtinenpemissiaa trem A -I Raol6e5ns-Aatheoy1. iam9a It P.I. Job Truss russ ype City y RYAN HOMES / SUMMERLAND A0068908 XR5SUAL B02 Hip 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:53 2017 Page 1 1 D:?sOQv1IzBGko2hFpRYibzzzOpep-HLgFnY3YgExspufpyV92MzXIVSbp_04U W8TcDzzbJOO 1-0-0 6-0-5 9-0-0 12-4-0 15-3-11 21-4-0 22-4-0 1-0-0 6-0-5 2-11-11 3-4-0 2-11-11 6-0-5 1-0-0 4,,4 = 4.4 = 3.8 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 11-20 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.33 11-20 775 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.10 13-16 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-8 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 = 913/0-3-8 (min.0-1-8) 9 = 913/0-3-8 (min.0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 260(LC 12) 9 = 260(LC 13) Max Grav 2 = 913(LC 1) 9 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/87, 3-4=-1444/1057, 4-5=-1220/916, 5-6=-1095/885, 6-7=-1220/916, 7-8=-1444/1057, 8-9=-838/87 BOT CHORD 2-13=-819/1282, 12-13=-569/1095, 11 -1 2=-569/1095, 9-11=-824/1282 WEBS 4-13=-310/347, 5-13=-171/305, 6-11=-171/305,7-11=-310/347 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 20.0psf 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 (jt=lb) 2=260, 9=260. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 21-4-0 Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 97 lb FT = 0% 19 enhp flm=tlenrykia nrnr Ge'l I t9x'tP,S3!k eY;CES3At pEL@56:i1#6111D1SO1POYitLTiP}!(CIC&i[LroYF4T Porn. irfi:ip pnaelnsreE«aa eresu s Lers CesiyrDarug!IDCjaklh a€her l.trsk lu.P.ih!nn SSs!Eetae re. [xle:s l ris<ssleln Me l£D.afp fY[rltmmear flrns sim pee.ei**,T .k,u14_dsmisns Dn Ei .,<,pe; rDtfrpiee>•„tle.d nm}WDrgresWsneapt efnepn:sned eepeeiy r..psa:6iinix;k leupeitie sap47m:kpilEr Mz iDPxlp, wea lFi-I.t:k ye : ®pdas, Nsi Ie res,.wWi Ap Anthony T. Tombo Ill, P.E. M.s Yn: Pormtf nr p is lupd4 Crer, Se Cwve xAhr ea ryau r,q krYrtpD Qer,PoPoe wkd dYe B:,tle lk efirt a"il 14q<d trti! th p ci rile iDDaEmfieB Ye toss; wdeErg4 elPop, lary mkl. Dwnth q sed hfle rr:pnsiauapd g80083 Y<uu,nDseer .a [semi . wrw srMnretge NNx pitthrr agar IEmwfl pcm n.svtn idnmrrwm=t[sr,rers:hekinaasD.a :d 4451 St. Lucie Blvd, e9eiw,.eetPodymiwnm egaa eperrr r _n, l prun nnha! tnrr,s oen«hyi,ist_rae sreiry D<sitnn.«1ras; sr:Eepose a tK t, i[iq. mepew-rta., ne rs apnea n ml. Fort Pierce, FL 3494601 (opyright02dib 4-1 Roof fusses- Anthony L iomb96 P.E. ReCudedion of this document. is any form, is prohibited wiahouttne written permission from A-f RDoffusses- ArAomy 1. IDmbe M.M. o russ Truss Type ty y SUMMERLANDA0066909 XRSSUAL Boo Common 4 ERYbANHOMESeference (optional) sOOF TRUSSES, , FORT PIERCE, rIL 34946, aesignLai imss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:54 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-IXEe_u3ARX3jQ1 DbWCgHuB3TLrsLjRYdkoC9mQzbJON 1-0-0 6-5-7 10-8-0 14-10-8 21-4-0 1-0-0 6-5-7 4-2-8 4-2-9 6-5-8 4x4 = Dead Load Dell. = 1/4 in 4.6 11 5x8 = 4x6 11 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)- 2:0-3-11 0-1-0] [8:0-3-0 0-2-8] [9:0-4-0 0-3-0] 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 0.42 Vert(LL) 0.17 9-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.45 9-12 570 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.07 9-12 999 360 Weight: 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=245, 2=274. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard dNH¢.NNSI ffit(wgA'(a!k c8 {tsfhUS i, Stlt r; 6FNQL`, yld iiQ Fr1'S$:ti1f d;$JCt i)::Y I h1A.tE(1s{tkW ptl44d4!f9 Ik2 ik.4r3ftt5CY5iP p'FFkjttQ[;W1 3(Sn!J:II[d41h:ItilltntUi}tdltiifl Sfl. R9 MthfSJl S tC tk$!4r$.tdt Yi ft;aueia Rt;n h de asNhCx lBtax+fi4.4 fi rt Alta a,fPrry i4ifeu 9n sfE ff (16srf9fsr!.QSR!lcFf he xths'ed my ¢ ;lrx:.;ith iatxdsipd&siaiffti»sse i fmtf F3Dul,x lfl! arksiP nssspam,Irx s¢ fins sld4#? r- a fx m r wm r. w e m s"n a c. s Fa a s :f gwf axnFl r nF d x sa.vx.I n :eE Anthony T. Tcmbo LP.E. sa 1 rea u f aae frra w mda"° ifvd'81 t > aays!kAe et s.af wB. Ir 83 HEit1.4f! sijRnr, TifENiF[$! )gliS&fffmdEr l1?jtT,x'[S QY r}{aH4fCih4 {Nltdb(¢¢91 Q$i7v'S. N."lYl1 (.rt.pSblkhy ¢jgp SC.lttf ltlSft630k[¢F#Ri rygf4:t, tai-9eeSf lFipE.tx.fnfi IN H9fSp QE f. 551fu tlsi?h+r s4nxiaelf aHhsECaGs7 fpMqu4+n3'nHeF; lmn ksEMH,'le hpn 6:si 34 gh;arca"ems kf eans-mless 44515t „Lucie 6IYd. ytgdsxeAr'¢fhVO¢.fii lx,«t ss.rysr s;iftxdaghaft,eswrmafix rentstfsffiatFld Fort Pierce, FL 3494n tepyriftl C. 2016 A-1 Roof Insses- AnthssylAoseho lIV1 bprodadion of this datum et, in.ay Not, is prohibited-4001 the rvrtsea permission hom 4l Roof Trusses-AmhsnyL loonho W11. Job Truss rUSS ype ty y RYAN HOMES I SUMMERLAND A0068910 CAC Comer Jack 10 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, design@altwss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:55 2017 Page 1 ID:?sOQvIlzBGko2hFpRYib=Opep-DkoOBE4oCrBa2Boo4wBWROci1 FRZSxOnzSyilszbJOM 1-0-0 0-11-11 , 1-0-0 0-11-11 1.5x4 0-11-11 0-11-11 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 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 180 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-M) Wind(LL) -0.00 5 999 360 Weight: 5 lb FT = 0% 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 0-11-11 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) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 40(LC 8) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 86(LC 8) Max Grav 3 = 11(LC 8) 4 = 11(LC 3) 5 = 150(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Bneiq-Flms?nux llFre.k,llt6'1?ILn,;3,^Simi';, SEK3ll 1:L#Ii:7661I1::%S::n'ONit41"t'ii<KKC:6FPiYEkT bra lam iHip pycdarW«sl wRrn's lresc Ce•i Arteb9;1[}mi ne 4Ffiny Ltesk l0.t!.Irranhl'a!Eeiu e_tbJecs e'tav;ise s!eklren. tAA,efp ILFrKr ede plwss9dilnesmw: ne IDevk:de.asa@t>o-six Fq®exre,sle: eiq Fyusr, nes x:a,m, rq esedsmn;eyemedne Fssn;,nem eenen•iyrn;ae: Kiln 4.lengadne siede Fm:ty:ax eer roe nlr. wee in F. r,P n;pms.npa;.t do s,:nd8fm Anthony T. Tornbo III, P.E. Zt dn TH 4MfieN dnt T;'ldetlknd-S kF ndl an nih q edl Ae e#ns uldF el 80083 ne Sa:NnA A• rtu uirt M. AA Ies srMnn.lAAmne peh<e Ipeei'n lnekln.g5opeeet Soot! *ntior.itinprkhlxtK r. ne SKA se id tfn dged IFI-1 eft erne resins laur n/aaesdOtt s, Aksgee..rvrz k.ipe Ecpnaminss Nc aMa. edess 44515t. Lucie Blvd. mnmrktaalNn:xamepmd MawrimxhedFnitesnn[vd tolre.soesetEepaeaisK.Fne67:IligAmpex L'.v.ytlmhpme:den,b:inq_tAaindi:edtaz.neesOnto'aml_ Fort Pierce, FL 34946 Copyright V 2016 A I Lot[tosses- Anthony[. Torah. III: P.E. ReFaduetion of this domaerc in any form, is prohibited without As written permission from A Raoffrusses- Anthony T. Tombo ill; P.F. o Truss russ ype ty y RYANHOMES/SUMMERLAND XR5SUAL CJ2 Comer Jack g 1 A0068911 Job Reference (optional) nun: 7.640 s Oct 7 zu15 Print: /.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:55 2017 Page 1 I D:?sOQvl IzBGko2h FpRYibzzzOpep-DkoOBE4oCrBa2Boo4wBW ROcjDFRTSxOnzSyilszbJOM 1-0-0 1-5-11 1-0-0 1-5-11 2x4 = 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 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 6 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 1-5-11 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 = 25/Mechanical 2 = 137/0-8-0 (min. 0-1-8) 4 = 15/Mechanical Max Horz 2 = 47(LC 8) Max Uplift 3 = 19(LC 8) 2 = 119(LC 8) 4 = 16(LC 9) Max Grav 3 = 25(LC 1) 2 = 137(LC 1) 4 = 21(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;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=119. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard qa n;-fl flnnyllrrzrier,h lrPo IIS S"Sc .P" EIIAE i:lM56 W#glll%Si,1f'CY'E6p'p"!,(IA:B;F[bM kl'Iwn. trenfte. ryr (e grrc u{rn! Ltd l Ce iy b['ier&';aplMppin(LI lli:. P.F. itieet ikp 6dae tv. iei 'knti6e sR11w1Ee iCO3alr Mist eaMdsr pitles skllks[etW, pa NI,hrd%Asain sP vEga.a e r %0}n: M nmr'C, npesuhnrcg4andtn rrat.ssswl esigr rca:l hEt; ;k lsdpdn ajh Tm tgnN aft Tgrs It nen iN 1. ix trip IsKd3 nhwcsdhli dFetaedFxm. raiL4y n. r .a l d a .n, a c..ni nk q d nrEhu pe.pn,ian<.Iaaencn.ix Wild medkt mTri t. rk.r.ddne ml @e rnd. nr r..r:: ad.t n,ixlm ne t, idiknec Anthony T. Tomtw II[, P.E. Ik ri it C "9 kttl, R ynxdlrt/dwigncikahnhr. AgedessR.de1k10:nlMxpahrrniryulne dikk';dig(s nlSahhldu d'uaitl Mkkt¢r. QSIUneidn kran dpilrc. iPrleefiusnsnsryxsMneudkkesdn.lus,g:sne,.nullnBsN',.enmlessY.sfi:hra,wnn 80083 rnZt .nnm:rn dk,:,w m.g rrn w me k, d Mn nnn d In ,s Nrp 6r®n f: g 1n. w:u y a nlin: aT at,.(d a kr r d , 1ldall M1 M#ded — ne n dd d w rM1. 4451 St. Lucie Blvd. Fort Pierce, FL 34946CaPpight02416RIiaoi [rotsas- hnihuny l.lamha lll; P.E. &eplodunns!al this document,in eny hrm, is prohi5ilzJ wBhuuE?Aa nillen Permistian here A I Aaai[rrsnc Arihoay i.lnnho lEi; P.E. o cuss russ ype ty y RYAN HOMES / SUMMERLAND A0068912 XRSSUAL CJ3 Comer Jack 10 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altmss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:56 2017 Page 1 ID. .,SOQvIlzBGko2hFpRYibzzzOpep-iwMOPZ5Qz9JRgLN edilzc9s9frnZBOewC6hGqIzbJOL 1- 0-0 2-11-11 1- 0-0 2-11-11 2- 11-11 2- 11-11 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.01 4-5 999 180 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-M) Wind(LL) 0.00 4-5 999 360 Weight: 11 lb FT = 0% 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 2-11-11 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 quide. REACTIONS. ( lb/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min. 0-1-8) Max Horz 5 = 74(LC 12) Max Uplift 3 = 57(LC 12) 5 = 71(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-166/257 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plate(s) at joint(s) 2 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) at joint(s) 5 checked for a plus or minus 9 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 5. 9) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t9G. iry- Hnu nmgYe rteiea WAIdllf aRSSivu3ye'f0311 IDS613NMRUSSlJflOYi'IGi`fill[1 5i[LKY:1i'W.ImiYrHriptcrelm W,.Jx,a do Tressh!ip Crtry!Imf,,od Yr e.Ywr l.Iwl. R: t.f.tAen;r Sinttdne re hks,.Aa 1e rnldr&ICI. Mt Illekranchr ddt". 11 ksxfkr In TCn I"nit Ac. lras Twin Egm 4!, 4.dybjn_ Ye edw.1 TDO,W;uls an:it.,d Pdr:sind eepmrgre:Ka:ilth I. It lenpd6e tktk im:lgktda get0@ ryuen lfll Cs a:q. n:.spae,, kogwlGiur. swing Anthony T. Tombo 111, P.E. W.d h, in;s kr s. holy I'll* I ddd&.Irr.n,k Om nAxntt gesan WI6g0 :pe, i.d wkddh II,MIKWdr k l blYg id WRiI tk tpndd Ye l0l et ry fieY.;e dtlel•ns i.Mgisulee, hge nsurdmwkaq ndl to Y. ngns(Mded - 80083 he hilNglei per era[mhsM. AIIMes sr Mnl>:IDC Wen tianm IFkiardtkkiWq Gnpee.tShhldw don IISPtpld:kll i. dSIU .id Ibpsdl 1nee. Iflled'nesge reynsImn nd A;end Mlwv/eupn,tre:s h:q.:g.nerm lnr.Iu.f.mrn, nku 4451 St. Lucie Blvd. enuM55t«Inan.; amm.eg...wrnympme,kmrsr. lv. o-:„h:: hyaxlsA_Iee w:u yhslp, uwsssrnee(egondn. enrg. mntldi.d:e<a, ne.s aenal-n;nt. Fort Pierce, FL 34946 opyrightD PPIgAlRaaf fusses Anthony E.lambolll,P.E. Reproluaiom of ibis document, in any form, is prohibited Wnhowhe wdnen permission from 4d Roof Unsses Anthony 1. Tamin ill; P.E. Job I russ runsType ty y RYAN HOMES / SUMMERLAND A0068913 XRSSUAL CJ4 Comer Jack 8 1 Job Reference (optional) At HOOF TRUSSES, FORT PIEHGE, 1-L 34946, design(_aattruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:57 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-A6vmcv63kSRl HVyAB LD_Wph2Y34gwru4RmRpM IzbJO K 1-0-0 3-5-11 1-0-0 3-5-11 2x4 = 3-5-11 3-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-M) Weight: 12 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 3-5-11 oc pudins. 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 quide. REACTIONS. (lb/size) 3 = 75/Mechanical 2 = 222/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 79(LC 8) Max Uplift 3 = 57(LC 8) 2 = 178(LC 8) 4 = 36(LC 8) Max Grav 3 = 75(LC 1) 2 = 222(LC 1) 4 = 53(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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;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 (jt=lb) 2=178. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mniq-FMutlatgllrrenex tx'A ICON:"71CSt5;^NUU^uEC3At IHNSE13NMUIsstuvnulm;t)IAKK--W,E[ MEWhre. rmYl k,ip paasgn,Mrcsl uhsgtdslnx Caip Ortvy!fOS')iMel.Rwr l.lt[lell;t:.ihna SienLdxe re. Celrss atnxiftmhlnRe lGC. ttp ititstttmeUer rleks seilkrs ilw C<iCCYI<rd:l Asntrr:s Beers Etgete{:,'.raaht EtliuM tl:s umt tRg rgrt:rdsow:gFg d&trdesawlegan:ale:prtllx lk4sindtlt sudti :fepi]Nu dt ICDWr,tnn inl tke epos,, ketsl ae45 csn6lq f Anthony T. 80083 III, P.E. vl rsedlwc'sss ls tM n-Cm1dla Cwtn,hCarn', Mlwi:etgMnpe inlfeq Msgs,atle atktldit,lr&I!(dt4t Mal a,:Ihq akWlP.l nt yrynddbe meef.i C:n rtltr,tt.ameag,Mgeawlrossi ksy ud kl4 sett ,amrd 80083tle41lqWugm ¢i [ske9n. ACM ssd twetln lCC tq tl:pwhes alp,e4ass dpe kilig(aptslSdeh ldastna;nSgptiCsetti r" ti SIIA se idawe Midpiir:e mltdntstlt nsryts Ltek,WaetsdlfvLn,R:sgm,*a,s k.I wtw wi m,sYmd:Wa: tdt,s 4451 St. Lucie Blvd. etinsrrt:kfmNhe;sesigrsegs4nhn kWpsnts itnhd lk rn,s DeCs ftrRais f!rtkt lliq &cipn aLn; SrMxEgses dur Mlih{ Yl aEedc,l xx; ae ti dtCnl e. Rl1 ( opyrighnD lgld A-IRui tresses Anthoayi. Inmbo Ill, P.E. Repworfi—I this domment,ineny farm. is prohibited wdoutfie wino permission hom 4-1 Root Toms Anthony Hombellt P.I. Fort Pierce,FL 34946 Job Truss Truss Type ty y RYAN HOMES / SUMMERLAND A0068914 XR5SUAL CJ5 Comer Jack 10 1 Job Reference (optional) At RUUB- I IlU55t5, FUR I YItRGt, t-L 34u4b, aeslgn(da mm Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:58 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-eIT8gF6hVmZ9vfXN12kD31 E8nTPkfl8DfQAMvBzbJOJ 1-0-0 4-11-11 1-0-0 4-11-11 4-11-11 4-11-11 Plate Offsets (X Y)— 2:0-2-12 0-2-61 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 0.46 Vert(LL) -0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 4-5 846 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.03 4-5 999 360 Weight: 17 lb FT = 0% 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 4-11-11 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) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 268/0-3-8 (min. 0-1-8) Max Horz 3 = 114(LC 12) Max Uplift 3 = 46(LC 12) 5 = 132(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-230/464 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Bearing at joint(s) 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Ot=lb) 5=132. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Cpm6g- Fleeszfirap¢Irre". A-110?IaSsS^SfiH,n[63A€f L4f6 J#alll'rS:JS'tlNiRai7fil6619 EW1'EBTka. Oeal Ptr+^+Feel w4sn!Ns hest&jUarml;f'eM Xe 0.d9nrLludF llr:.ldrna Saxlda .ai Ke - R71 aIa Il -- wt.zr ma>tm+ualc.e,ulome.oeut<,d:trtetra+ms.eEej x,ae.ersErwveea a rw;e sunme eaedlm asBeode eaugre:,,:la.b.gcl++gsdroeeutk+4;tymaal roBedl.wnttrlrxl In,l.,laa h rez: Bem Anthony T.TomboIII, RE. airs dn- ,,b• t-, u h "mhq hk0 0.0 iyeeamtalralo : a,.uBtc dddile ,ae lk !>ul l nth dewr66 n a.Ida Tonal mBeu du r,es, ud,lgkael 6. Iaephnmaw6 y la Iex e Ba: d;gd i! 80083 ae6 il b.i ger [eahrla. FR xia s: alrM ?6 I7x Bne'ier Ipedaesdtarkl9.q[rprxel Stich ldr tosrxSflfetBklYq i.'nI SKA reed lV. Bxrd plGa.iPBl d¢fiastFeagas lAles al ktvsdl lra„R.r<er,..ia+i Be:H41seaaelrzssamhMa ales 4451 St, Lucie Blvd. MitkAI? e;.nalepatgau rya: le d lenue 4"44 ra NIS My[q— s Icy tle Miy ompa, akrss se:ur bl ednywaral-Ll,zlndt:B ter, ne es!clue!rmt. Fort Pierce, FL 34946 Capyright 2416 A -I Root tmss - Anthony L rmoba Ill, P.E. Repmduaiaa alihisdocameat. in any hem, is prohihited wilhoanpe wlittenprrraission frareA I Aooffmsses- Aathany P. lamba Ill; P.E, o russ russ ype y RYAN HOMES SSUMMERLAND D01 Hip Girder 7t— Y 1 A0068915XRSSUAL Al ROOFTRLISSFS FORTPIFRf:F FI 1,L A a—,.n--21e.........,.m Job Reference (optional) uYu , ut,! r m io rnnr. r.640 s Got r 2u16 MI I ek industries, Inc. Mon Mar 13 16:04:59 2017 Page 1 ID:?sOQvIIzBGko2hFpRYib=Opep-6V 1 X1 b7JG4hOXp6ZJIFSbEnJIsaFOejMu4wwRdzbJ011-00 5-6-0 10-8-0 15-10-0 21 4-0 22-4-01-0-0 5-6-0 5-2-0 5-2-0 5-6-0 1-0-0 Dead Load Der. = 5116 in 3x6 = 1.5x4 II 3x8 = 3x8 MT20HS= 1.5x4 II 3xfi = 5-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.20 10 999 240 MT20 244/190TCDL10.0 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 NO BC 0.93 Vert(TL) 0.51 8-10 499 180 MT20HS 187/143 WB 0.43 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.24 10 999 360 Weight: 90 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-9 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 = 1335/0-8-0 (min. 0-1-9) 6 = 1335/0-8-0 (min.0-1-9) Max Horz 2 = 39(LC 8) Max Uplift 2 = 504(LC 4) 6 = 504(LC 5) Max Grav 2 = 1335(LC 1) 6 = 1335(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3109/1055, 3-18=-3912/1385, 18-19=-3912/1385, 4-19=-3912/1385, 4-20=-3912/1385, 20-21=-3912/1385, 5-21=-3912/1385, 5-6=-3109/1056 BOTCHORD 2-11 =-953/2897,11-22=-945/291 1, 22-23=-945/2911, 10-23=-945/2911, 10-24=-918/2911, 9-24=-918/2911, 9-25=-918/2911, 8-25=-918/2911, 6-8=-926/2897 WEBS 3-11=0/310, 3-10=-416/1122, 4-10=-530/353, 5-10=-417/1121, 5-8=0/310 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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 at=lb) 2=504, 6=504. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 220 lb up at 5-6-0, 65 lb down and 93 lb up at 7-6-12, 65 lb down and 93 lb up at 9-6-12, 65 lb down and 93 lb up at 11-9-4, and 65 lb down and 93 lb up at 13-9-4, and 197 lb down and 220 lb up at 15-10-0 on top chord, and 105 lb down at 5-6-0, 43 lb down at 7-6-12, 43 lb down at 9-6-12, 43 lb down at 11-9-4, and 43 lb down at 13-9-4, and 105 lb down at 15-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) Standard Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 3=-150(B) 5=-150(B) 11=-84(B) 8=-84(B) 18=-62(B) 19=-62(B) 20=-62(B) 21=-62(B) 22=-32(B) 23=-32(B) 24=-32(B) 25=-32(B) FAMntieg-fleau nusegkir nnexA nFO. IESS S.-3 frlat liL4St JkDlli'AS,13 64'rbT't`i[riC6:E Yfk1'Iu.fnht ae-p p. insei rn/ R-Iss CesiyA iq;Ip,';oilMprh if lr lG, rF.IeF. eiawEeie•rre Drk eGn itt sYM IFe RO ed/ 9 uda!i glens ndl hi" DCnhed4 Asahe Dsgr Eq¢n -.. ge ahy Faqir+ n nvg@Drgn un aaeeg ednegrat,sieulagn:e age tW Enh ir'k lesysdtice sk9n?s ,tryviMnnetDPe lr un 1t41. ixkvsnn g7 ,leeani Nras m4iafie,rdu iK eas>ny m g E:Imdm,r ikc ':, egne e: k;uo ga.aJx urkr'dhenene lxwn,roai•,aa a6 trru. rk. Anthony T. Tombo III, P.E. Ne irl Psi 4s pnnlRne NOeet a, fieNrsednet :s xdrtq Yulogi P-sid.irer Fagsd.kne gees Wiryd g800838qrer1Eertrsnr. altrl siR nnn:IDG Nne geCins edaielbesdtx kildlsC ep xel Sdrn Mu einn.Etigl Ya kt lrl.eM SSA nenMe 14: grind p m:e iflieenrsne nspxssklivsWdinsdlh La,,.nn ksge enae inssrmd.nra; edessZtmemrndkr:raMgagnn amgdlgaaasn,deN.irrr,,osn64 IsArnek:ugDslgan, fe haFquedkat al«gadndrnt 4451St. Lucie rexsreeant,Blvd. Copyright 1) 2016 A-1 iaaikrssas-krafiaay i. TanDa ill, P.E. &sarrirdiae: al this dot mart, is any for., is Pmhi9ited wilkornhe wlfienPerwistirn from A RodGnssatAeSDoay i. Tanhr lll; P.E. Fort Pierce, FL 34946 Job Truss toss ype ty y RYAN HOMES / SUMMERLAND A0068916 XRSSUAL FG1 FLATGIRDER 1 2 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:59 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-6V1 X1 b7JG4hOXp6ZJIFSbEnGfsdxOehMu4wwRdzbJO1 2 6-1 4-8-7 6-10-12 9-1-2 10-7-4 12-1 6 14-3- 22 16-6-1 18 8-7 20-9-0 21-2i8 2 6-1 2-2-5 2-2-5 2-2-5 1 6-2 1-6-2 2-2-5 2-2-5 2-2-5 2-0-9 0-5-8 4x6 = 2-6-1 4-8-7 6-1 2-2-13 Dead Load Defl. = 314 in 4x6 = LOADING(psf) SPACING- 1-1-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.64 Vert(LL) 0.29 18 858 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) 1.03 18 241 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-M) Weight: 238 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP M 31 BRACING - TOP CHORD Structural wood sheathing directly applied or 3 4-7 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 23 = 3265/0-7-4 (min. 0-1-8) 13 = 3255/0-7-4 (min. 0-1-8) Max Uplift 13 = -30(LC 4) Max Grav 23 = 3265(LC 1) 13 = 3255(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-681/161, 1-24=-514/0, 2-24=-514/0, 2-25=-6041/0, 3-25=-6041/0, 3-4=-11579/0, 4-5=-14212/0, 5-6=-16073/0, 6-7=-16094/0, 7-8=-14203/0, 8-9=-10829/0, 9-1 0=-1 0829/0, 10-26=-6028/0, 11-26=-6028/0, 11-27=-513/0, 12-27=-513/0, 12-13=-688/216 BOT CHORD 22-23=0/6041, 21-22=0/10791, 20-21=0/14212, 19-20=0/16073, 18-19=0/16725, 17-18=0/16725, 16-17=0/16094,15-16=0/14203, 14-15=0/1 0829, 13-14=0/6028 WEBS 5-19=0/250, 7-17=0/261, 5-20=-2034/0, 2-23=-5977/0, 4-20=0/798, 2-22=0/1774, 4-21=-3011/0, 3-22=-5165/0, 3-21=0/1658, 11-13=-5963/0, 7-16=-2061/0, 11-14=0/1802,8-16=0f757,10-14=-5221/0, 8-15=-3669/0, 10-15=0/1471, 6-19=-774/0, 6-17=-748/0 NOTES- 1) 2-ply truss to be connected together with 12d 0.131"x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-4-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 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 uplift at joint(s) 13. 11) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16-2-8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb up at 20-2-8, and 390 lb down and 265 lb up at 20-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-164, 13-23=-5 Concentrated Loads (lb) Vert: 1=-390 9=-208 12=-390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=-134 26=-134 27=-65 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-183, 13-23=-5 Concentrated Loads (lb) Vert: 1=-324 9=-181 12=-324 5=-246 7=-246 4=-246 3=-181 8=-246 6=-246 24=-56 25=-116 26=-116 27=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-12=-161, 13-23=-5 Concentrated Loads (lb) Vert: 1=-127 9=-101 12=-127 5=-140 7=-140 4=-140 3=-101 8=-140 6=-140 24=-27 25=-63 26=-63 27=-27 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) connnueo on page z Iwmiq- FievY I, rnwr WA I loaf 111sSLSjiP!Ei' Vilm IEL456run91no15 EPSIOd{nF",AKK98IDGoE%rlwe.I,rbt iefga p:ec.:ineui rnl nk,nRd"s less Cesip mery!IC)abtle 456nr I. fowF,Ip;P.E.lhn;,fice!tdxe,u_Cel,naC '..se sRhin ne Imi,n4y wtet,enau, pees sodlk 4n,-Ponk,dl lsatr,:sPesnx Fap¢,e ii e, Sie:wly Eq nes aavylN rzpe:msn,r,pa bnepbe swxinpn,, wgmpa:bina l,d:yadmsmyan fgi nnetoP hm ml Tx nsrp n:,mp a:. ,1 fn saint?m Anthony T, Tombo III, P.E. W . d rn T.ns1..I.. 1 h th En0.I41a16a—,aP.,d:eakmdRWsali9o-::pa,a5,n4tad6,K6,IKWIku.a1 Afiq"kWINT Hoyt10 h monenru 96,T;,.aMigkae4. Wp,ml,l.mnnekay,tdlkb 1 idyd = 80083 n, uIdgP pwni[ntrn1n.tttmiestWaWnombb.wV"W,4twk,x"I.q_ISAFnlbnoaWK5QptokfttinofSSAmrd aWp4p—INI 5nsn,nsp WPXsMA4s4kio pe.mso,p rn insreaa,ma,ans 4451St. Lucie Blvd. ane.t. walk+E,mat ap apabw.twe l:btpmeie„hed ik ln,sPnim4le,w is l-nk Fn., ksipo,,w loss stsem fqw d m, wwq. 91apbi:d 4rx.annd6a n TIML Fort Pierce, FL 34946 opyrighlD7dldAIloot lasses Ao1600yGlamboill, P.E. rep daian of this dommam, i000y W., is prohibited wnhoottin wrinen permission free A I tool Tresses - Whooy L lamb lit, P.I. Job Truss tossType ty y RYAN HOMES I SUMMERLAND 16A00669 XRSSUAL r FG1 FLAT GIRDER 1 2 Job Reference (optional) cskzo, r0ii; FERGE, FL onto, uesig,, a iiwss.corn Run: r.640 s Oct 12015 Pnnt: 7,640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:04:59 2017 Page 2 ID:?sOQvl IzBGko2h FpRYib=Opep-6V 1 X 1 b7JG4hOXp6ZJIFSbEnGfsdxOehMu4wwRdzbJOI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 matwl-IT—nmge¢reeleah A110 T1SIES,"VLUF* en3A1 I'M& 3OITFS CUSTfiYrwTi' A(rI95.ELM1YEk1'hrn. Ittetk prrtoatrt Mrx/t isnitis tress hap dcrq!1')Wneemwr l.tuFt l; r.'.lrkn;t Settldre .Gel kltr erclN n RO nit fliitkstmtau dleltss lkts littd 'W Nlt tdf 1stLtss Gssx Egan- Sle, all6Qt n tml'Ui«peuasmtt:glatedntprde:saadegn•t®lnpudd'h lm nt iaytAtle sn r 6a;leG Jd ve ntlhCtdt,anRF1 txk.t.rntntts, laN'qulti snhlibf w.stan i sh-td m m n.t,l6c.te: N rc ntwhwo- R ttr .r wG .smep,wnaMh.utbugsMte rtp:srNrt;a AnthonyT. Tornb80083 III, P.E. epelt93phM1tttrhdtffitli., Re lK iM h.a er, etk !let 1. M1e lane lQB tN fi•Id ut'M1t i u,'Me! tnn g. 80083 ntdddw,G,ipwn ut ttn. Anwt sNtaer.IOU It pm t4"aftotantW"usp lV-st, rI.I.ilOQltl IniI Ir IntSEAwtranm rlIs,F apfdtnt]III edmes&trtsinsRoleit,w6hmdn:lrs G•iptr-tesaI, mrn-ewlrts%MmbdIstr tthss t. Lucie SBlvd. mt whtrtAtNWt;mrmltpwd.rmhwnn.yal pmn htrhN lm W;s otwrq-1, 101 A, uli GGtnptt,mtIrs, srmn 6d n 0-7 WhIt al;geaeN—mtts dtamdhm d451 1. FortPierce, FL Blvd opyrifhl02016 A- 1 bufbussts- Anthony L Tomho Ill, P.F. Repodunion of this domment,inrny form, isprohihiledwithout the win'. permission from A I fool Tresses Arthonyl. Tnmho Ill, P.E. Job Truss Truss Type Q tyPly RYAN HOMES I SUMMERLAND A0068917 XRSSUAL FG2 FLOOR 1 2 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altmss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Man Mar 13 16:05:00 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-ahbvFx8x1 Nps8yhltTnh8SJUOGvT7OgW7kfrz3zbJOH 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 1-5-2 2-2-1 2-2-9 1-6-1 1 2-9-7 2-6-5 1.5x4 II 1.5x4 II 3x12 = 1.5x4 11 1 3.6 = 1.5x4 II 3x6 = T1 w1 W2 W3 W3 W4 W3 W5 3 W3 w4 wl Li L—i B1 THD46 THD46 74 = THD46 13 12 15 THD46 THD46 4x4 = THD46 10 16 9 17 4.ri = 8 R 2x4 II 2x4 II 1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 2_2_9 1-6-1 2-9-7 2-6-5 4x4 11 Plate Offsets (X Y)— [4:0 4-8 0-1-8] [12:0-2-12 0-4-8] [13:0-3-0 0-4-12],[14:0-1-12,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.05 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) 0.08 9-10 985 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* Wi: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1793/0-3-8 (min. 0-1-8) 8 = 228910-3-8 (min. 0-1-8) 11 = 5886/0-3-8 (min. 0-3-8) Max Grav 14 = 1809(LC 3) 8 = 2303(LC 4) 11 = 5886(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1520/0, 1-2=-2027/0, 2-3=-2027/0, 3-4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6-7=-3139/0, 7-8=-1309/0 BOT CHORD 12-13=0/2027,12-15=-946/0, 11 - 1 5=-946/0, 10-11=-946/0, 10-16=0/3139, 9-16=0/3139, 9-17=0/643, 8-17=0/643 WEBS 1-13=0/2272, 4-12=0/3175, 4-11=-3997/0, 4-10=0/4760, 5-10=-422/0, 6-9=0/282, 7-9=0/2697 NOTES- 1) 2-ply truss to be connected together with 12d 0.131"x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, Except member 4-11 2x4 - 1 row at 0-7-0 oc clinched. 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP THD46 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 10-11-8 to connect truss(es) FLO8 (1 ply 2x4 SP) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 13=-1438(B) 12=-1438(B) 10=-1438(B) 15=-1438(B) 16=-1438(B) 17=-1438(B) Rmu1-8av llu,ykl.rcnr. lae'LI IY;F lIF.c0 5: T>f131i i:lYSE:D1gIiIBES(gligYi7ai'criE(EE;fiFaeYiEr Me. rerar kpr woos ad red a:es alas lnss hsig,dsvinfMadb lalwy 1.Irum,/i.le.con9exlare,e. EeYss alaxise nlelr Re fan. alF 141+k,axAa Flms:«nits IrM Yt ECpk,a/ Ec aims Pesaa Fgiee _.. Emery Fsliaer`A danaylOgraR:msorane,.rtmp:nwlararr::+aaEam ar taspak:YSYI armdan:i air..w,inf Oea.i;,s nfea,, YavE Wr6a,,:xarm Anthony T. Tombo III, P.E. m.stdla n Winaw bilk, is] r ,iF.,iidiNf11ba .lae.M a diaofWea:wuayo.ipas,Aabalraslttddan,tlkInla.l6gnhatlNt=80083 II ztYebilrwg:sta— t sraa lgatssa,nnxigesdtxl,msa iry.ea :aY:alldyc nnisdsnir„ r usrinu kn ra ISEox,ma trxBa aye,.Iniwarne"ya: Imr,ataM:alxtr:,e::,a,,nr,sw,l,asx«aela„Y 6:w,,:.aHs 4451 St. Lucie Blvd. Iknan aracel4. 00.1,gadgak xrnq E!al P.M. InI'd.ixtr.,ga.aRbi—is V14, Wilde; 10I.. as Ius, Sr:le blian Elm, VAlat. Yl sryaai.dius. ae as defied-, Rli Fort Pierce, FL 34946 oppight024164-1 faaf6osses-Ar:lhoeyi. Tombo 111, P.F. &eptdanian of ibis dowriant. in any farm, is pmhihilodwahaufthemitten permission from 44 Roof Tra55?E- Whooy 1. Tombo Ill: P.E. Job Truss cuss ype ty y RYAN HOMES / SLIMMERLAND A0068918 XR5SLIAL FG3 Flal Girder 1 2 Job Reference (optional) i ROOF TRUSSES, FORT PIERCE, FL 34946, aesigngauruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:00 2017 Page 1 ID:?sOQvIIzBGko2hFPRYib=Opep-ahbvFx8x1 Nps8yhltTnh8SJUMG3X78uW7kffz3zbJOH 2-3-8 4-341 5-9-12 7-9-8 10-1-0 2-3-8 1-11-12 1-6-5 1-11-12 2-3-8 J.6 = 3x8 = 3x6 = 4-3-4 4-3-4 1-6-8 4-3-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.01 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) 0.02 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 113 lb FT = 0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W11: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10 = 567/0-7-4 (min. 0-1-8) 7 = 1580/0-3-8 (min. 0-1-8) 9 = 2202/0-3-8 (min. 0-1-8) Max Uplift 10 = 131(LC 4) 7 = 224(LC 4) 9 = 83(LC 4) Max Grav 10 = 567(LC 1) 7 = 1580(LC 1) 9 = 2202(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-593/187, 2-12=-84/916, 3-12=-84/916, 3-13=-84/916, 4-13=-84/916, 4-14=-613/49, 5-14=-613/49, 6-7=-676/110 BOT CHORD 8-9=-49/613, 7-8=-286/1887 WEBS 3-9=-773/25, 4-9=-1791/156, 4-8=-73/595, 2-9=-906/2, 5-8=-1409/262, 5-7=-2073/314 NOTES- 1) 2-ply truss to be connected together with 12d 0.131 "x3.25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) 9 except (jt=lb) 10=131, 7=224. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-170, 7-10=-20 Concentrated Loads (lb) Standard Vert: 1=-390 11=-65 12=-134 13=-208 14=-282 15=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-190, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 13=-181 14=-246 15=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-6=-170, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 13=-101 14=-140 15=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-6=-125, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-125, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11 =1 3 12=42 13=83 14=48 15=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-6=-125, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-125, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 11.41 Hnu tlenglh re.Iry Ae'li 100(?ImS3;'SF:l';,>fC3411;WSi(7iD11115(9Si0Yi'lUT_r7llCBu4 F0iVfkl'Ixe. hnry ksip pneNxe Mrnl rhsnRas toss gesigr mceur!f; ad tlr kbur t.Tinalk,P.i.le!enx i5e!Ielwe rerc. 6alsssdttrla noelnlle BO, nh gNisieae@rgldes sk0kssdA lr ilCdkrdA dclln:s Msia Fgbxa( ,Sgr;N.y 6llaara lks nm((rRrtemsmrrelmniM{rdcsuuluyex•hgre:pe:Ai4n for 3r leug dl6e c®jet tq nge tDO It aurlM Cu i<gs des, 4aug ndmns.mmra( Anthony T. Tombo 111, P.E. oe.adlM',ns pr ar t 4gn Mugasu lPf d6s 0*m,h0*ar' eM agrdn Mlwitiq k:igw,uiewma daeC re lxWhbrd adiiq NeN IMI rkgr lob, at kd drr Fro; b&f4kdiq Mgeutll en - hmnswi hlkusImftli¢d W kiweg0.sigar ea [a§a'ta lrW-r. au or. Iond b P.M. al grahxsdta big(,q"s6tb IF, N SIO wriduead lwgard p8rte Ihledhm@e uspnikgtin odkihsd ll=Ln, ksi e, iuss k!ir s$ncai lnsstlmfi:ku,.cs 2 80083 agnmeakdhr(wtm + enmgydqr 4451 St. Lucie Blvd. ga. Icnce rahN lhlm ks,a[ghea isYlMklBiq kslpu,wUm, Sraeo[yxddmh:INg.NniMhd hrx. erm9diMuT 1. opyright9201g4-I loaf Tnsses- Anthony L Tambo III,P.L Reprodunion of shis document: irony form, is prohibited without She written permissiar from 4 I Roof Truss:c-Anthony T. Tombo 111; P.E. Fort Pierce, FL 34946 o russTruss Type ty y A0068919 XRSSIJAL FL01 Floor 5 1 RYANHOMFSISIJMMERLAND Job Reference o tional Al HUVr i acubsts, t-UK i HitKt t, rL saaab, aesignLaitruss.com 0-1-8 H 1 2-6-0 I 3.8 = 1 2 3 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:01 2017 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-2t9HSH9Zohxjm6GyQAlwgfsbZgH6sS6fMOP1 V WzbJOG i 1-8-0 i 1-10-8 i 1-8-0 3x4 = 3x6 FP= 3x4 = 4 5 6 7 8 9 0*8 Dead Load Defi. = 1/4 in 3x8 = 10 11 o 2P o 4 I 3x6 = 3x8 = 3x12 MT20HS FP= 3x3 = 30 = 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min. 0-1-8) 18 = 1146/0-7-4 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0, 5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-9=-3713/0, 9-10=-3713/0 BOT CHORD 17-18=0/2162, 16-17=0/4610, 15-16=0/4610, 14-15=0/4902, 13-14=0/4613, 12-13=0/2163 WEBS 10-12=-2391/0, 2-18=-2391/0, 10-13=0/1714, 2-17=0/1717, 9-13=-252/0, 3-17=-255/0, 8-13=-995/0, 4-17=-990/0, 8-14=-106/727, 4-15=-108/733, 5-15=-315/10, 6-14=-311/10 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) at joint(s) 16 checked for a plus or minus 5 degree rotation about its center. 5) Plate(s) atjoint(s) 19, 1, 21, 12, 11, 7, 10, 18, 2, 13, 17, 9, 3, 8, 4, 14, 15, 5 and 6 checked for a plus or minus 0 degree rotation about its center. 1 2-8 CSI. DEFL. in (loc) I/deft TC 0.74 Vert(LL) 0.4314-15 585 BC 0.84 Vert(TL) 0.6714-15 376 WB 0.82 Horz(TL) 0.11 12 n/a Matrix) 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard L/d PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/a Weight: 104 lb FT = O%F, 0%E wwaq-nnt tla.gN. reeiea tie'1 1IC7It9SCF5; 5i3F1"yiE[3Ai lit!?S6:BkaICCrii7Si0Nit9ff;N7ll3;FPeYEkr Ma. 6Mi ie;ip p aas Wra/ 4sa class Eesip Oax'y?IP9; m7M atl+gi.fw,kM:r-tefen;a iir.leMe.e. Cdess eaxxise saseln Re tEa.air iNrsiso.emrtNnssuNie aiwNs'aCNlererl Acatn:sb:uxEy wiie,<.rea+lr6r aw`M ws/ rgmuaarcereae4mmde;snulayarya:pa:d rlalklesyvdl6ew e r sgaen menp.aeamt r a:y+ - e ns,wx-rudnas,,amti AnthonyT. Tombo III, P.E. aendN.n,wo,usa1 ae w ImdNa a,4Uxar,akurzngwenwla uga~a,xse mddnn,n,IN n:NaI:rlNq reamtlkep+nddhetNaegAeN dArr;sud+ayk¢Ia;,sMge.asilar+neNysidkN spesraEttd a80083 N+u Nmt oea er+at+drz:tw. rexs r dxtac tde lamas nd p.almesdtk biNlq taxpwiSdep tda am i(SppYti.4rht. WSIO we Ada ermxd p8ae t8l edam 6e rzstasaab al AlK,dla tns,IN.>.pgiis,s ae:m Egan ad lnss Ys+dmMa, nNu 4451 St. Lucie Blvd. Mirry 6fmdhaEaromapeeaeryaux nrcsrydl Pares anir:[ue Crass Dei:ar+raeaa[,t>letauiy iksiraa,wU.S, Sniea 6p+aaa ur rui8iq. .Ul aPndad rer:aenaeA+xwmt- Fort Pierce, FL 34946 toppiRbtV 2016 A I bef Lasser-Ar:>hoay i.tamba lll,F.L Relumlvdianalthisdommast, inany form, is prohibited wiihoutthe wrfien Permission from A-1 Root Lasses- Acthony L lamha 111; F.E. Job Truss I russ Type y RYAN HOMES / SUMMERLANO XRSSUAL FL02 Floor 71j 1 Job Reference (optional) 0-1-8 H 1 2-6-0 3x6 = 2 3 run: [.640 s Oct / 2U15 Pnnt: 1.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:02 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-W4jffdABZ?4aOGr8_up9DtPln4bTbvRpa28a2yzbJOF 2-5-0 I 1-8-0 P:10-810-8 Dead Load Dell. = 1/8 in 3x4 = 3x4 = 3.6 FP= 3.8 = 4x6 = 4 _. 5 6 7 8 9 1n 18 17 16 15 14 19 12 3.8 = 30 = 3x8 MT20HS FP_— 3.8 = 3x6 = 4x4 = 21-2-8 23o c v 2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.48 14-16 490 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) 0.62 14-16 383 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code FBC20147TPI2007 Matrix) Weight: 106 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 13 = 2335/0-3-8 (min. 0-1-8) 19 = 1027/0-7-4 (min. 0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-1066/0,22-23=-1066/0, 11-23=-1066/0, 2-3=-3302/0, 34=-3302/0, 4-5=4104/0, 5-6=4104/0, 6-7=-3067/0, 7-8=-3067/0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18-19=0/1963, 17-18=0/4104, 16-17=0/4104,15-16=0/3894, 14-15=0/3894,13-14=0/1578, 12-13=-917/0 WEBS 10-13=-1288/0, 2-19=-2171/0, 2-18=0/1480, 3-18=-301/43, 4-18=-1130/0, 9-13=-2353/0, 9-14=0/1706, 7-14=-261/0, 6-14=-976/0, 5-16=-296/0, 10-12=0/1388, 6-16=-107f712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1070 wmiq-Elmo danl!¢ re•iex de'I I IO;E t11F,S0'S:AEI'y iF[3At IEW.5 6 tcomtIJ15 (;d'OY tCfr7 i[KCi;6tFPiYE11' Me. lrttlr ieti p -M, at « ,IWe, aCds Lrn h,ip 0arul!IOC;W de dcdnt r. Eah IN K fe.— Sunkhre rrc. 8u4sse! .iu mtel a Ke lEC,alt WTztaemer lhkr,idlk,ulia de Tppkk 1d4 as.yrrs U:kp Eryark s. nmgE.yi.sr}d: ralnar kpe:nhemrreaeddet rk:rind egkx iympndhdrR dekriyYhskde im Iryexdatl.IbbnlK,an i81 I'ss k,y,n .tuks,iugra/mas. u.didt nl rseA k, LnsMen htlire is de vtrmmlikdd, erar,tree+aitadmkn.gmup,iN.iryO:rgea,ederMMan, d:,de Rf ana M.a inl/ut,de ae Rll tk ytn•d Ade mdw e/kY td F.ss. Ns[y hahytbrrye.ksklvnw k asNihd, rnpxsn.a}4 Anthony T. Tombo III, P.E. nldaxmn;aSPfpu3e[gr?al itta ee ma,ad Yr ps pWrt,. lna ie`aeslkn sd 4tiet al dnnAEk hry 9: ? 8008,d,b1ft@9pratiment ABM,, Sato Walloon, ww'pueln,dw" towdS4k,w. r,a,llntk.igagsaaniln,rYo,l,Ona wns 4451 St. Lucie Blvd. dn.la MmlN,:e.ml ynayaknmx h, dr,,tia knhd. tkrnnONakrkra i,ur snulq eniiw.alnu srsk.k aa!mrauq.,w atwe,[ws aentdr,xkntt (.ppight02016 A-1lost basses- Anthony 1. Iambs 111, P.F, &epfoducuan of this document, in any form, is prohibited withoutthe written Permission from A I loot Trusses Amho.yi. lamb. Ill: P.l. Fort Pierce, FL 34946 Job Truss cuss ype ty Ply RYAN HOMES / SUMMERLAND A0068921 XR5SUAL FL03 Floor 5 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@attruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:02 2017 Page 1 I D:?sOQvl IzBGko2hFpRYib=Opep-W4jffdABZ?4aOGr8_up9DtPIb4eRbu2pa28a2yzbJOF 0-1-8 HI 2-6-0 2-0-12 „ 2-0-0 , 2-0-0 „ 1-11-4 1-3-0 -tA-8 Dead Load Den. = 3/16 in 3x6 = 3x4 = 3x4 = 3x6 FP= 3.8 = 30 11 3x3 = 30 = t 9 1 d 5 A 7 A 9 10 11 12 13 3x4 = 3x8 = 3.3 = 3x8 = 3x6 FP= 3x8 = 3.6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 23 = 1007/0-7-4 (min. 0-1-8) 14 = 36/0-3-8 (min. 0-1-8) 17 = 1749/0-3-8 (min.0-1-8) Max Uplift 14 =-163(LC 3) Max Grav 23 = 1015(LC 10) 14 = 208(LC 4) 17 = 1749(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3153/0, 34=-3153/0, 4-5=-3842/0, 5-0=-3842/0, 6-7=-2642/0, 7-8=-2642/0, 8-9=-2642/0, 9-10=0/1297, 10-11=0/1295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-19=0/1080, 17-18=0/1080, 16-17=426/137, 15-16=426/137, 14-15=426/137 WEBS 2-23=-2086/0, 2-22=0/1401, 3-22=-294/16, 4-22=-963/0, 9-17=-2434/0, 9-19=0/1759, 8-19=-253/0, 6-19=-1027/0, 12-14=-174/564, 11-17=-1163/0, 6-20=-2/694 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. CSI. DEFL. in (loc) I/defl Ud TC 0.79 Vert(LL) 0,3819-20 631 360 BC 0.77 Vert(TL) 0.5819-20 407 240 WB 0.84 Horz(TL) 0.08 17 n/a n/a Matrix) 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=163, 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0%F, 0%E txnty- f 4ntgdrre.ax ee •r.l Eaof lurca; sE;n:nsrt ergs s;x mn es;mtou fwl:nucE_:xEaw:Er an t ar rma_,dn, w,eu t n r : an, ce,i xyne; a a, rmnr r.l k m: r. rd,M, skned.e K_ rd,:s denwne:ter nne rs. mr 161el,m,h,Oki MkAnthonyT. Tombo III, P.E. a, r med al,"n,ttx,nfrtddgi,Mrt,lnna lni dfir Qwur,Rxter s,dkmn,,l,dnll Wlnq e.,iger,a3, udedda, R.,M, B[nets kelnldq „hwitl-r EkR d06, loant,q filbse d it r,,,adnarkd[hgs*tp wtatun k,-.y skr halt sr idgJ =80083 ktS' rnlwrUngn 2(wFnla 0wtnsn,dune100Wo FoCkanlpeed,es4h,kildryGcpaalSi1! 1 (rf191tY11alirIF. n1SEA —d tlta P dpt— 18Iid'wesRerzsps IOlnnittlndlNl'.,Ceiper, ,ene,:1,:.nnnitressund,mrn,nkn 4451 5t. Lucie Blvd. tMr.re«rwaktrnnm qrw gniewrr4 h, nl ry;nn mmd. Imam,k,mega-"s lal m kaneoedFnntel;Sfftf.f:a uten,ktrnr ul errcda,e a:.,mnsennr rt'rvt Fort Pierce, FL 34946 opyright 2414AIRaaltrosses Anthony LlomioIII, P.F. RepuWarianofthis dooment,inany harm, isprohibitedwithoutThe wrinonpermission fromAIRoof E,esss- Anthony Llo.boill:P.E. o rUSS rUSS ype ly y RYAN HOMES / SUMMERLAND A0068922 XR5SUAL FL04 Floor 1 1 Job Reference (optional) e r u ns,ynt,a wuss.wm Run: 7.640 s Oct f Zino vnne /.64U s Oct / 2015 Mi I ek Industries, Inc. Mon Mar 13 16:05:03 2017 Page 1 I D: ?sOQvilzBGko2hFpRYibzzzOpep-_GH 1 tzApKICR?QQKYbKO14xwU U?LKSFypiu7aOzbJOE 0-1-8 H 2-6-0 1 I 1-3-0 L 2-1-8 s 1-8-0 0N8 Dead Load Defl. = 1116 in 1.5x4 II 1.5x4 II 1.5x4 = 3x4 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 = 1 2 3 4 5 6 7 4 75 4 L Y 3 6 G EZ 6 11 10 9 3x4 = 3x4 = 13-5-0 13-5-0 3x6 = LOADING (pst) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.78 BC 0.67 WB 0.39 Matrix) DEFL. in (loc) I/deft L/d Vert(LL) -0.17 10-11 >911 360 Vert(TL) -0.24 10-11 >647 240 Horz(TL) 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 67 lb FT = 0%F, Ob/ E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 8 = 714/0-3-8 (min. 0-1-8) 12 = 721/0-7-4 (min. 0-1-8) Max Grav 8 = 714(LC 1) 12 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0, 5-6=-1854/0 BOT CHORD 11-12=0/1270, 10-11=0/1854, 9-10=0/1854, 8-9=0/1294 WEBS 2-12=-1404/0, 2-11=0f713, 3-11=-275/2, 4-11=-266/260, 6-8=-1418/0, 6-9=01763, 5-9=-297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Prdq-Flaeu nnagktr redea ne•Ina:'nIS,S!st.:;i;, D[e;74{1e.WSe Jtbg eS,DS?OYrYlr ri i(Ke;[Eeidrkr bra. lent k:ge rer. dasWral Ma ake's Gess knife L9exay!IDD}aadtle.en rt. tarok lR.; Ir.lh eery seattehre ne rl :# iu Wdeeet IbT:k,oeenas dens ssdlkesefi tle'DCbksdt As Imi Dew.lgosb-e,.ye,ulry 6rme tl edavf sDD tepeerdsaa;rytatedne rsdt;saM aQna greryrdd.rMtle faya of ne,intlei- iryrlMane160uy.mes lfl-1 me astpnesgtos,, aag bdeaat,db5r@ zteet eadw,ia„nraq leiflm' W y sib l.idee Crae,Y Owarsexk,n geda M4illgc.ge;atle wkn dneC ne tl(N4bal bi nhaelfli Qe caned dbe r.l seemfiens e'neims;'wdetiq ka Iwe blsxwmkw wa ern- Anthony T. Tomtlo l[[, P.E. ne Wfgo"q W(mor as A.ab .ManelrtDMneie'e-aeprfind tiekdoq 6eµeel Sdeb idweetise;pSg .kt k f{NStG—damet# s fl."s qd = 80083 tlawbt armdke:a.m ed awd.ggsa •. xde inl eeDersae resra:imain ataee,dfa„,r,'n,s k,ge maw ae lns: uadeawb: edess 4451 St. Lucie Blvd. w r lr asmsad lara,s rsxerpcn iegrme;uar ksllou,wLms<.ede:te nda/kDtog. w araleu trx; eeaddad a'nt oPyrigdt029196-1h-lissesses- Anthony L lamb. III, P.E. Equefortion of this doumem.io..y tot., is pohihhed without rho wsirw Peneissie.honAIRoof Times- Anthony t. Iamb. Ill: P.E. Fort Pierce, FL 34946 Job russ runs ype ty y RYAN HOMES / SUMMERLAND A0068923 XR5SUAL FL05G FLOOR GIRDER 1 Job Reference (optional) muur i muo J, rum I rimm .c, rL J9y90, UC sjn(_,a ILI1155-1II I 10 018 3x4= 11 1.5xq it 0-10-0 1 2 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:03 2017 Page 1 ID:?sOQvl IzBGko2hFpRYib=Opep-_GH 1 tzApKICR?QQKYbKO14x3RU3sKSJypiu7aOzbJOE 1-8-8 3 ,I 3x4 = 4 3.3 II i.5x4 w1 i W1BL1W7 Bi Q 8. 1.5x4 II 1.5x4 II 7 6 5 3.4 = LOADING(psf) SPACING- 1-4-0 CST. DEFL. in loc) I/defl L/d TOLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.01 6-7 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) 0.02 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 1157/Mechanical 8 = 1195/0-7-4 (min.0-1-8) Max Grav 5 = 1157(LC 4) 8 = 1195(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1205/0 BOT CHORD 7-8=0/1205, 6-7=0/1205, 5-6=0/1205 WEBS 2-8=-1686/0, 3-5=-1636/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=-1041 3=-1032 3x6 = PLATES GRIP MT20 244/190 Weight: 22 lb FT = O F, 0%E i!sal bCE`.g.neEt n%y .a!kY me j.l rox llLi'u'>(SEt[i1"#ik86(RLk:i rOM':pS:€SiC11ii01Er'l::ts'f 361lfM1 M9, TOY t"*rpa m—i n611tk5.L In IIns Feat D-i4tiM;td e" sAsq L?tm»N: r}_0'n 5'dkuerye. g4n.d#_F1IM' b'.h'X h Sdiw.—N P,st le nNM lie IN a karrd Era I-bliparea-.,`,'-ftj?iy.s*.,wnatiR@raxruY,n«upoaa,aMpdes:xwl>Ra nqa pxizi474lxasl[5t sigbi.a riadaer r38 nf. nsa rnt asap n. pm:. s{aNGns,s mr t,. Anthony T. Tombo l li, P.E. sinrltltl,irn fil mtxlCeq talY e;ptsinnndmCnx, tkMee a3almgwaM4:eggttqx,utx edanx He 7(,k dbe Ead lrci .ek xi nl irgpelddtlei as ltt vdot IY,1 :u'aiatidq olrge tti;t ml klaq ud Nke sm!dgal rt - a 80083 8elualtl:esn.r I" MSemMn itlmss4xtotd POld pxt is art p&Tres 41ie tali.q (tspmm.Sa!e'f eiteit0gptliskdte SryuiSaetrn9weun fir pxvelp dean, itb' teas,Atngn,ikfl edfxita O. ass Desgxr. inn @cp tayaxn ed'Is:s M. 9aewx: mess : 445I $t, iude Blvd, a3b«fuh:pd ai .-Ownl" h vifin} to t-0vd;6ei as3 s4pEques it tyndar'eslghr,a Mss.Yshn&,noel dm Wfal, k7 murtnuaitnet w idtdolst Fort Perce, FL 3-946 Eopyrigbtc-2016AARWIusses-AmbneyLi.m1Lo111,r1 teprokioofthis dotnmeaeia.nyN.,ispr.bibitedolhn.11hernirenpmmissioebomA4tootInIsts-Antbuyl.tomb.Ill. P.E. ty y RYAN HOMES / SUMMERLAND , A0068924 1 1 Job Reference (optional) tun: 7.640 s Oct 72015 Print: 7.640 s Ocl 72015 MiTek Industries, Inc. Mon Mar 13 16:05:03 2017 Pagel I D:?sOQvilzBGko2hFpRYibzzzOpep-_GH 1tzApKICR?QQKYbKO14x5QU9eKYuypiu7aOzbJOE 0- 1A-8 Job Truss Truss ype XRSSUAL FL06GE Floor Supported Gable 30 = 3x6 FP— 3x3 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x3 3x6 FP:::: 3x3 -:::= v 23 22 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 22 n/a n/a BCOL 5.0 Code FBC2014/rP12007 Matrix) Weight: 111 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 22. 7) ' Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Awie{ rkrsrmrsfr.ee'8'i5ti tltlSi>; 5tL0'x{iAUst'tW41CPk3E't73S:L:1CM.0[rl.ti{N9f;;66Yf%1'Mn.fnt, kses pewCsinwinN uksalks;na[:,Iyi ankh{iIB[W3e klhn Lluwo ll6ti-Utnxtts Slrp Fr7err ese. Iheu rEuann ssdriakTA,Mr Yi e, arwpv sr krs an 6 togn c rr s e.iaa: sec n. tarn ;ae:n n,a trour ax {ms,au nek Ord n mq r{uainwas a6 stn,m taer nore{. ini [ukup rs xps,{mu as, Man r. elm, lar:roo.adcqumrr w's{s ,e:us ms..-•ysatto e>s e:, ,u rr:.xn 6sx,4r >Yt dW64-.uW xi t:q{a,dann[ m sda rrs,. a a;g,a,n,;.acm.ra4trtt ,kc4sr.,{.,nc:ryrt Anthony T. Tombo Ili, P.E. lekrrxuiham. raffetoom lA sess4Mede PBa/!x {ntxes{Me,nes %fietauw{trWr Sd*r6'ttcma!(SP{dliiadtf'!;af SCl cr i9uea!eh{rrdgnlaa. Al?dr'aesAett bx M, atiYiesd&rtns tas: Psx[ #a0083 sn. rg ex W `:rts; P ofi0nr. ess 4451 St 'Lucie Blvd. ahrriuka*dips[s M Berl gapnAir{h4; po9nstefrd.lrL•ns iestpEe;anxis MJ ie gbix{2rsyrsrxtl1lNtPtB,IIrNdEl lfr:G1{, A9 (Qili.¢ttMA; tR isktFI6J Fort Pierce, FL 34946 7016 A Roof Imses-Whey 1. Combo Ill, P.E. 11pmds fion of Ibis dowmem, in onp {.rm. is pro6ibis,4 -illeov the wriren permissioo hom A-] loci lrxsses-Anibeap 1, lombe tll, P.E. Job Truss I russ Type Qty Ply RYAN HOMES / SUMMERLAND A0068925 XRSSUAL FL07 Floor 7 1 Job Reference (optional) n¢ rtuur irtua. vrti ri rti, .rr z.ryrilu,.a iuuao.wui 0-1-8 HMI Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:04 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-TSrQ41BS5cKlda_W6Jrdl I U6GtJ K3s862Mdh6rzbJOD 41,I2-0-0 3. 4 = 4. 8 = 3x4 = 3x3 = 3x3 = 3x6 FP= t 9 3 4 5 6 7 8 9 10 0- 1H-8 Dead Load Dell. = 318 in 48 = 11 12 13 25 0 0 Y 3x6 = 4x8 = 3xl2 MT20HS FF= 3x6 = 3x6 = 48 = 3x6 = 1. 5x4 SP- LOADING( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) `Except' W2: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 22 = 1335/0-7-4 (min. 0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4511 /0, 3-4=-4511 /0, 4-5=-6556/0, 5- 6=-6556/0, 6-7=-6653/0, 7-8=-6567/0, 8- 9=-6567/0, 9-10=-6567/0, 10- 11=-4551/0, 11-12=4551/0 BOT CHORD 21- 22=0/2565, 20-21=0/5823, 19- 20=0/5823, 18-19=0/6653, 17- 18=0/6653, 16-17=0/6653, 15- 16=0/5848, 14-15=0/2618 WEBS 2- 22=-2835/0, 2-21=0/2152, 4-21 =-1 451 /0, 12- 14=-2876/0, 12-15=0/2137, 10- 1 5=-1 434/0, 10-16=0/878, 8- 16=-317/157, 4-19=0/889, 5- 19=-313/160, 6-19=-776/422, 6- 18=-252/254, 7-16=-762/435, 7- 17=-258/248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) at joint(s) 20 checked for a plus or minus 5 degree rotation about its center. CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.71 Vert(LL) 0.7017-18 417 360 MT20 244/190 BC 0.81 Vert(TL) 1.0917-18 266 240 MT20HS 187/143 WB 0.61 Horz(TL) 0.15 14 n/a n/a Matrix) Weight: 124 lb FT = O%F, 0%E 5) Plate(s) atjoint(s) 20, 23, 1, 25, 13, 9, 22, 2, 21, 3, 4, 14, 12, 15, 11, 10, 16, 8, 19, 5, 6, 18, 7 and 17 checked for a plus or minus 0 degree rotation about its center. 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ineai. neu 0urg8!rnka 5¢'1 HIT tMc3'5E10', 0311 IElilsiUADINISMyamfilm ;,an:K nKY:W kn. indtte:y¢p M,alrn/rd,.InI-L4dp W Ik 4hwr 1.1W. Ill. tE.Ift-Sknldr,-edrud-se ndd r he lab. a It Nibhrmemr liens sktlk dht he'OCnkrd! /selrms D:sg himn(i e,5ryury 6g he stduvfiDD«pe:Ws sergh>a[ed ryrkssmdegO:ery re:peswdarWRr ksyvdlr sa¢i Iryrtrdn peiDD nEf. nlHl ra«ipsrq§x,l¢aurrsdeurc.u iAt Anthony T. Tombo III, P.E. e W nu of Ni insf,mdCingis 0¢ gasia li dh¢Cwen,Y Cxur .Rm mfpd in bingD pe.mde uded do rt.,tle k( fta M.d Idgd at RII @e egpe,d dhe ment mt fnN dtl Imxiedskg6edky drrye, mskleMeN krone sW kRe rc>lmsrdAtd - 80083 Me kDIryD mere (¢dte.la. AD ales drdmlkiOC milk genres Ip: I dlk kil6ry(gwnl Sdrh Nw rtio.41SCp16k/bl. ml SiU eidn tix laud pigrr iPFledimsRe 2sryesihlmes nfAfiesdUn,Desryem,iiets ksige:enenmelmss ttneh:Mn edns 4451 St. Lucie Blvd. ehnwlse kfinNkrExrtMeQedegm.vin xhnf ganne hnh¢Ilh¢ir,s Desu Egmn sh.tmc,.uiq 6esigm¢_ 1 Snlew[gm ndn, DU lnq. dl mrndnd x¢a.nemerDmf..mt Fort Pierce, FL 34946 oppight 0 7016 A -I Roof Crosses - Anthony L iamb. III, P.E. Reps.dodian of this dorumenleio.nyfor., is prohibited wilhnm the written permission from A I Roof bosses- Anthony L fambo ill; P.E. Job Truss russ ype ty y RYAN HOMES / SUMMERLAND A0068926 XR5SUAL FL08 - FLOOR 6 1 Job Reference (optional) Al ROOF I HUSSES, FORT PIERCE, FL 34946, design@altruss.corn Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTels Industries, Inc. Mon Mar 13 16:05:04 2017 Page 1 I D:?sOQvllzBGko2hfpRYibzzzOpep-TSrQ41BS5cKlda_W6Jrd I IU D7tJf3s362Mdh6rzbJOD 0- 1-8 H, 2- 6-0 1 1-8-0 I' 2 0-12 11-8-0 I 3x3 II 1. 5x4 = 5x10 = 5.6 = 3x6 FP= 3x6 FP= 5. 6 = 6.10 = Dead Load Defi. = 3/8 in 5x8 = 5x10 = 3x8 MT20HS FP-- 3. 8 MT20HS FP-- 5x10 = W 5x6 = 5x6 = LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. ( lb/size) 24 = 1448/0-7-4 (min.0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5456/0, 3-4=-5480/0, 4-5=-8308/0, 5- 6=-8308/0, 6-7=-8308/0, 7-8=-8675/0, 8- 9=-8327/0, 9-10=-8327/0, 10- 11=-8327/0, 11-12=-5530/0, 12- 13=-5506/0 BOT CHORD 23- 24=0/3101, 22-23=0/7228, 21- 22=0/8675, 20-21=0/8675, 19- 20=0/8675, 18-19=0/8675, 17- 18=0/8675, 16-17=0/7263, 15- 16=0/3168 WEBS 13- 15=-3427/0, 2-24=-3367/0, 13- 16=0/2555, 2-23=0/2573, 12-16=-264/0, 3- 23=-265/0, 11-16=-1870/0, 4- 23=-1888/0, 11-17=0/1156,4-22=0/1172, 10- 17=-303/68, 5-22=-301/70, 8- 17=-1019/319, 7-22=-1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 26- 7-12 26- 7-12 13: 0-5-0,Edge], [15:E CSI. DEFL. in (loc) I/defl TC 0.28 Vert(LL) 0.6319-20 499 BC 0.79 Vert(TL) 0.9919-20 319 WB 0.61 Horz(TL) 0.12 15 n/a Matrix) 5) Refer to girder(s) for truss to truss connections. 6) " Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard L/ d PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/ a Weight: 222 lb FT = 0%F, 0%E t' ae+p Plene artx h relr_4 11 iv6FRUSiii"itl!!i"s6Fp01F<t!#'StUri;is55lUSl@M.,"U!01FCCp0IF.t6b9fKl'hia,rni,ksg FcwEatmifM nb:nlls€mt d:s p 2tmmr lCla td '.riio-p,l Itgb tlGti. teirtu4 Sirs khie se tts;lu t tsit,A A#tiaht rGA.wir MA' aina«IKptilS Sh'k n3i F46t ICP43at 3 it 1 nqa tgtmta. tIXhp'ttjlttG;.'+N fnf blg166 tlm.gtaerlY4l atbtaati tnplNllup,npnl3iltf ht rbinipl#6t 4n¢ellns nptaepttmt rSB4h.sM lflluM P 1sgipa5.IlpttafaiES {ebls?! rntt! m,rta,worwq >b Gpesban#1 _stcxt.•tegwame litp7t,tpa,bat.bat,tntu,atx..bsdi wq:tet ml ragpttaabtt;o«tq tut.tact:n,.:t;xopsm p.lwtp,:l4mattdnaapwukst w.xlpt Anthony T. Tomb80083 ll , P.E. xa diAq.e:gacaartwern admssaW bbtr'Cmbe ltaates se pt8saes#M9Wnpt s>sSbira u!(Sf, reuis+4t.'M nt SCt al tdamu ht ptr,.dptilsaRT:ln'xtes#n.prt9atttd kan#tn+n Aupae: Inn oR.pt fsp;Rtt€nn katA:antr,ess80083 da ht xhtd n t ctt:n sex tra 4., t4p rl a Pnn ,artp. at l>nt att F n ea. r>rnq:es.a r n:;mo:44ra , wq. 1p n#l k: a, r. ec d a rn 1. aaSi Sr. Lucre Blvd. opyriLhl02616A- 1 Loot Lasses-Anthaty Llomholll, BE bptoduam d this donmeat iaaay farm, is prohiWd.ohoai The.,it•:ea ptrmissiea figm AT1.1Ins ses-dmhoyl. Eomho ill: P.E. Part Pierce, FL 34.946 Job I russ toss ype ty y RYAN HOMES / SUMMERLAND A0068927 XR5SUAL FL09G FLOOR 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altmss.com 0-1-8 HI 2 3.3 II 1.5x4 = 5x10 = 5x6 = 1 2 3 26 zs 23 5x8 = 5x10 = Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:05 2017 Page 1 ID': ?sOQvl IzBGko2hFpRYib=Opep-xfOoleC4swS9FkZjfOMsrV i MzHgioFAFGONEeHzbJOC 11-, 2-5-12 4.6 II 5x6 = 3.6 FP= 3x6 FP= 22 21 20 3.12 MT20HS FP= 5x8 = 18 17 3x12 MT20HS FP= 5x8 = 1 MSH422 5x61= 16 5x10 = Dead Load Dell. = 3/8 in 26-7-12 26-7-12 Plate Offsets (X,Y)- [2:0-5-0,Edge], [4:0-3-0,Edge], [7:0-3-0,Edge], [8:0-1-8,Edge], [11:0-3-0,Edge], [13:0-7-0,Edge], [15:Edge,0-3-0], [16:04-8,Edge], [17:04-0,Edge] LOADING (psf) SPACING- 1-4-0 CSI. TCLL 40.0 Plate Grip DOL 1,00 TC 0.40 TCDL 10.0 Lumber DOL 1.00 BC 0.74 BCLL 0.0 Rep Stress Incr NO WB 0.88 BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD 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. REACTIONS. (lb/size) 24 = 1240/0-7-4 (min. 0-1-8) 15 = 1804/Mechanical Max Grav 24 = 1240(LC 1) 15 = 1804(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-4912/0, 3-4=-4929/0, 4-5=-8052/0, 5-6=-8052/0, 6-7=-8052/0, 7-8=-9145/0, 8-9=-9663/0, 9-10=-9663/0, 10-11=-9663/0, 11-12=-7496/0, 12-13=-7475/0 BOT CHORD 23-24=0/2712, 22-23=0/6744, 21-22=0/9145, 20-21=0/9145, 19-20=0/9145, 18-19=0/9145, 17-18=0/9145, 16-17=0/9278, 15-16=0/4110 WEBS 13-15=4446/0, 2-24=-2944/0, 13-16=0/3687,2-23=0/2404, 11-16=-2222/0, 4-23=-1960/0, 11-17=0/418, 4-22=0/1420, 10-17=-338/0, 8-17=0/1153, 7-22=-1734/0, 7-20=0/390, 8-19=-291 /0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL)-0.6417-19 >493 360 MT20 244/190 Vert(TL)-1.0117-19 >314 240 MT20HS 187/143 Horz(TL) 0.12 15 n/a n/a 4) Plate(s) atjoint(s) 24, 25, 1, 15, 14, 9, 6, 13, 2, 16, 23, 12, 3, 11, 4, 17, 22, 10, 5, 8, 7, 20 and 19 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 21 and 18 checked for a plus or minus 5 degree rotation about its center. 6) Refer to girder(s) for truss to truss connections. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=-7, 1-14=-67 Concentrated Loads (lb) Vert: 11=-1113(F) Weight: 222 lb FT = 0 % F, 0 % E iiu;u98usr"sru'vd!'refkxd['41 t5 r1EUS S(St0 s0807Eansit(UN:1'1a4:€:lET7i:"LTfOi::SM3%.?46YfMl'Ma, in* hftq l- &ffl:ti.klnunikdretrresse tl>ns r-'a sWd Wh4T.%,.6 wore txpbrmsn as.s'>kHribFukWrda!ri,arts ;geir.sOs:fn4mnae: w slaoreKnvx!na: arrmnrxo-n rulmper.q.rspns n€"m!ec!gdrsi:;bl ,rei a,rnr[39 Ini;nx,grvsrra; !, q!aurssnca!p Anthony T.TomboIH,P.E. W rW dims tnslM mbxlGge We ;µeilWhtds ]xw to i+xm rrlW id r;Wurh d:egdesyx,bt sdend w,#Walud hetiq:Gai lB t. tugpa ddtl l:erW WraeN a Olt.im,esriq smd dxge, a<W rrWkrc;,S cku rmws.uWtd 380083 Nbr;b;!eHprWrWmy,SBanssdat49rt:OMf.pt WtAlanghrrurdpiiau.Pl.:I..ktiplgxaat'nssPoedms!a:wless 4451 5t. Lucie Blvd. x} a.,:rxndnstW-wgWdyae.n rnrsNrnmhd.3rensdesrpFWa etl a:rneWr ntpc.r ss:, ai eadatiaxWr.+awMndra!WSWteerdnirrt Fort Pierce, FL 34946 Lnpyrirb1 201b A-) root lmsses-Ant6ear L lambn llL KE reptodadion ni this daosm at. in any b m: is prabibited.ithe.1 ihn written Femission hem A-t teal Irm's-Aatheny l.lamba 11€: P.t. o russ russType ly PIY RYAN HOMES / SUMMERLAND A0068928 XRSSUAL FL10 Floor 2 1 Job Reference (optional) 0-1-8 Hi 26-0 1.5x4 II 1.5x4 = 3.8 = 1.5.4 11 1 2 1 Hun: 1.640 s Oct 12015 Print: 1.640 s Oct 7 2015 MiTek Industnes, Inc. Mon Mar 13 16:05:06 2017 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-PryAV_Did DaOst8vDjt5NjZPLhy5XkJOVgg600BjjzbJOB 130 228 200 F 1-3-0 H Dead Load Dell. = 1/4 in 3x4 = 3.6 FP= 1.5x4 11 3x4 = 1.5x4 II 3x6 = 3x6 11 5x6 = d S R 7 3x6 = 3x8 = 3x6 = 1.5x4 II 3x6 = 3x6 FP= 4x8 = V 11-9-0 20-1-0 date unseis tx ry— 11:toge u-u-121 jt:U-1-it tdgeJ l9:U-2-8 tdgej [1"L:0-1-2 tdgeJ 116:0-1-8 Edge], [19:0-3-8 Edge] [21:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.50 17-18 >475 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.77 17-18 >308 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix) Weight: 101 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* SemiT2x4SP1( 31 4) -rigid pitchbreaks with fixed heels" Member BOT CHORD 2xx 4 SP M 31(flat) *Except* Eend fixity model was used in the analysis and design B2: 2x4 SP Nt) of this truss. WEBS 2x4 SP No.3(flat) flat) 5) Recommend 2x6 strop backs, on edge, spaced at g 9aBRACING- 10- 0-0 oc and fastened to each truss with 3-10d TOP CHORD 0.131" X 3") nails. Strongbacks to be attached to Structural wood sheathing directly applied or 2-2-0 oc walls at their outer ends or restrained by other means. purlins, except end verticals. 6) Gap between inside of top chord bearing and first BOT CHORD diagonal or vertical web shall not exceed 0.500in. Rigid ceiling directly applied or 2-2-0 oc bracing. 7) CAUTION, Do not erect truss backwards. REACTIONS. (lb/ size) 12 = 1099/ 0-3-8 (min. 0-1-8) LOAD CASE(S) 20 = 1093/ 0-7-4 (min.0-1-8) Standard Max Grav 12 = 1099( LC 1) 20 = 1093( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3487/0, 34=-3487/0, 4-5=4566/0, 5-6=- 4566/0, 6-7=4566/0, 7-8=-4045/0, 8-9= 4045/0, 9-1 0=-1 190/0, 10-11 =- 1 105/0, 11-12=-1190/0 BOTCHORD 19- 20= 0/2052, 18-19=0/4290, 17-18= 0/4045, 16-17=0/4045, 15-16= 0/2830, 14-15=0/2830 WEBS 12- 14= 0/1579, 2-20=-2269/0, 11-14=- 251/0, 2-19=0/1587, 9-14=-1814/0, 9-16= 0/1481, 4-19=-888/0, 8-16=-521/0, 4-18= 0/406, 6-18=-440/0, 7-18=-127/925, 7-17=- 347/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate( s) at joint(s) 15 checked for a plus or minus 5 degree rotation about its center. 3) Plate( s) atjoint(s) 21, 1, 5, 12, 14, 20, 2, 11, 19, 9, 3, 16, 4, 8, 6, 18, 7 and 17 checked for a plus or minus 0 degree rotation about its center. 1h Gp- BenOvs ir may me'LI IC:i itF,tii SE;1; 5[C3A1 I'iWf a ElmClllurf Eas?CYO IAf=fi3(Yi;ftfQSfl:Ml' Ma. Irdt Grip p m9ns ni rn1 xhf n tic Iuu Ce4pOrtxq!IP'jmllb Odor I. rrck 6, / i_ /ekn s Sipleke ru. &less e'kxriu T.pel rfoe ii9,uh IGistcamt@t ddss sglikas lNr dt "RCdkrd:l Isaln!s Oma Eµimde.e.fparp 6pz , das p yiCh rgmuanoargease4M Fa'Ssswrl uSumulrnyn:d&k f#de ksip4te. sudai fyiada ldd If ua<s 181 Txn qr upier, dmui urlmars. uiMt ry Anthony T. Tombo II[, P.E. ne a,aam t.,, sx uaayi d: r«:falardYa,., da nx.d wume apm aide wluag a ripe,aae nnan afaan a. ixWtl lxdaa lkycaGanll rtr a8;ara memo Qe aa, rn8 sd rns,a xr kelagi pond. ew kogsial kaz pesiulrtid dsI'M" Ongereei 6efnda. Anuls¢IMu1x190 ratto, "'6'. r i paedun d dekuq trtpael Smil(k'a noq r(sgr lF:k/Vinefl<.1 ee d—i far 1-0 Pd... Ill l edirrsda...... imp niArteswd..l issksipe;'iess ftvp :eeeea in &u4aWx. ndss 4451 St.s80063 0083 adcxha orxdNriadealayoeprdwimu k ad mans lm61 In T—W.Eq- is 1101 da k 1fix, Cnipn. T";Ovme Ery aa' m, Wliul. Sil:gUeA erx,mn 2And a mt Fort 1 St. Lucie Blvd. rL 3494b opyrig6t9td16A- 1Raaflnsses Aatdoayi. lomhoill;P.E. Reprodoninal@isduument,inenyform, ispro6JiledWithout dewrinenpermissionhom6-1Roof Lossas-U600y1.lamheillj1. Job Truss lnuss rype ty y RYAN HOMES / SUMMERLAND AOOfi8929 XR5SUAL FL11GE Floor Supported Gable 1 1 Job Reference (optional) H! KVVY I KUJJCJ, f-VRI !'ICRUC, r'L JVyYO, UGal9lrl,a luu».wlll 0-H 8 3x6 FP= 1 2 3 4 5 6 7 8 dv 34 33 32 31 30 29 28 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:06 2017 Page 1 I D:?sOQv1I zB G ko2h F p RYi bzzzO p ep-PryAV_D id DaOst8vDjt5NjZbXh BKXvbOVg6o BjzbJ O B OW8 30 = 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 3x6 FP= : 3x3 :::: 20-1-8 20-1-8 16 17 37 19 18 Plate Offsets (X Y)— [1'Edge 0-0-12] [35'0-1-8 0-0-12] [37:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 89 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard du-s.1 Ner'rzrks dl k tJ'1lASK ftt...X"iiAE&tTRMA{p.'aS el A;'1il+E!'iM1N1N'.Sfd!'A1'la. 4wtr higttx aamd leu xb m.s r n6 ,ip se. ul lC[; mf§r fstsee I.:t atlLti,lxhrsln S6erl tsrnt s tlzi s+-mx;se rtaeee _celr ulte rm pu x It sdl aie=4xnhi a ti ss7t {pm a, n; r :xawiPP mesz x v ,xAexur.wnl , q .p , n « ie ssxm yul nsp a am tee Inl t:alp s. ,, g w s rellm AnkhonyT. Torrbo I::, P.E. ma:, dl r s.lm.tleq xrtym:mamxn .ml.n .m ,ragl4mn 6 wgi++a,n rx N:i€.a W xd!q;H and I w'rlddls 1.otmlat "u ex I:e,s q dea. Wq.#a l dNot4let mmm: d s 80083 3£1erdrY.1l4ll WltRnR4l 11 exe,S9t#19Qe 1''b{9t yt;YitStai [xaeaetsitiet rmf5 it lFrff91#t{$€Ralltimidt ludiBA mt ill tdfi. gtanI1371m1 ifl `itsNlS 3S ttty§af13 441Nlf fe9r€4et ii bl53 let; ![Y , Pl3iH t3iFNf W, kP.dldplx,W 44515r :Lur.re Blvd. a3enbldnnea irl(m t9 aq e9 Ymsrrt her Ses are@eL 1atl ss 1u Ei 7,X1.4n taiFmq itstpew,a[ssli'snmi iteutlmM'.Gla S: ihedmsample dpIH E. Curt Pierce, FL 34946 CagriP#€ri; 4816 A-1 Real ttasses-Anihany IAomholILP1 Popredarfian 0 this darn w,i. any lum,is prahibitad-itbul l@awrlilen permissiaahomAI Root irxsses-Aalhonyi. Iambs Ill: P.E. l O rUSS Hiss ype ty y HJ6 Diagonal Hip Girder 4 1 JRYAN/SUMM ERLANDA0068930XR5SUAL Al Rr1r1G TRI ICCCC crIRT DICRt^c ca ., n.,c gn@allruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:07 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-t1 WYjKDKNXitUlj5nRPKww6cR5QwGMMYkKsLj9zbJOA Load Deb. = 3/16 in 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.23 4-7 404 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.25 4-7 362 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 26 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 4-8-13 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 = 173/Mechanical 2 = 466/0-10-15 (min. 0-1-8) 4 = 81/Mechanical Max Horz 2 = 111(LC 4) Max Uplift 3 = 125(LC 4) 2 = 374(LC 4) 4 = 81(LC 4) Max Grav 3 = 173(LC 1) 2 = 466(LC 1) 4 = 118(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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; 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 125 lb uplift at joint 3, 374 lb uplift at joint 2 and 81 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 19 lb up at 2-1-0, 19 lb down and 19 lb up at 2-1-0, and 42 lb down and 57 lb up at 4-10-15, and 42 lb down and 57 lb up at 4-10-15 on top chord, and 4 lb down and 23 lb up at 2-1-0, 4 lb down and 23 lb up at 2-1-0, and 17 lb down and 52 lb up at 4-10-15, and 17 lb down and 52 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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, 4-5=-20 Concentrated Loads (lb) Vert: 10=-7(F=-4, B=-4) 11=-15(F=-8, B=-8) pnu!-m M1argE¢ -.ee AliG.tn<t5"k_FY;; iFB7Af t:L45B 7BBlli#S JiGY 1Ui.Y`1iAA a;[Lwss Fi'1x.tt-ht&sip p. is etl wR ant C,ip L9axulRlr')aad M1eAl.ferla ll;ti ldaea;rS rMxe n.-Cd d! to sal lalE iCB. a1 diiei caothr pkasstllk tie Oh.BCukedN AstUa, B:xgE / N e9 Wl hEsf "' Ms nory i66 rgse.al aal[r dm FceN lemet gm E h&e icl -!edffit a¢atm kp ]M lie ball ae iflI L alp Ei'a. IetNl.attrua uda.m Anthony T. Tombo III, P.E. f aNandh h. k'Ikrt' n l ciml'ryd9sOwar,B'Mer't >1Mr r!m' b Snlle,p0gx,mB<aahgdtt Ri M1t1IX ifBi ¢I'"laq[deWR t. Ilxen Idh GlBetemfitN• M1 t. adetiykrelry mryt' YI Ba k - Mdil dt flt nidld 3 80083mdrN®!B ga s6ha9m. AgalessrrdielkIDCedpxpuhmedp:eel drek-uNr[ttlsdenita Bwd[sgldti.6eTrt. wiK4 Idat tuna dputm lnlafiastttet«a:,mlt,t:ateaadll-".,B:x,at; [at:Be4s,rtaai[nauadt;hra:adat 4451 St. Lucie Blvd. rM1elnuaBminsitdlatepe! nrdmand[pTa lndreB ire rr,s oa«Etlaatnu-rM1 wulq silat, tt t,.t:xa[aleetaa7t,.u. SII a1Ad-.uaa, mtaadNN a'fl l Fort Pierce, FL 3494boIhtD201hA-1RaafGusns-Anshan LTBmbo.11,P.E. ReasadadinnBlthisdommaat,inan him, is lohihiledwithm.hewrittenpermissiontramA-IRaalTnsm-AnthonyLTombaIII, P.E. Rir9 Y I Y P Job russ Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0068931 XR5SUAL HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) rs 1 rcwr 1 nuaata, rur<1 rltr<s.t, r aaaao, aesignLa 1-5-0 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:08 2017 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-LE4wwgEyBrq k6BI IL8wZS8eq mVIM?kjhzzbuFczbJO9 4- 11-0 9-10-1 Dead Load Defl. = 1/16 in 3x6 II 1.5x4 II 6 4- 11-0 9-10-1 4- 11-0 4-11-0 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 7-8 893 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.03 7-8 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 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. REACTIONS. ( lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 81(LC 4) 2 = 130(LC 4) 6 = 50(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-259/5, 3-13=-755/116, 4- 13=-699/112 BOT CHORD 2- 15=-199/697, 15-16=-199/697, 8- 16=-199/697, 8-17=-199/697, 7- 17=-199/697 WEBS 4- 8=0/255, 4-7=-749/213 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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 81 lb uplift at joint 5, 130 lb uplift at joint 2 and 50 lb uplift at joint 6. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 95 lb up at 1-4-9, 77 lb down and 95 lb up at 1-4-9, 40 lb down and 55 lb up at 4-2-8, 40 lb down and 55 lb up at 4-2-8, and 62 lb down and 54 lb up at 7-0-7, and 62 lb down and 54 lb up at 7-0-7 on top chord, and 7 lb down and 9 lb up at 1-4-9, 7 Ib down and 9 lb up at 1-4-9, 12 lb down at 4-2-8, 12 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=42) 16= 4(F=-2, B=-2) 17=-54(F=-27, B=-27) 3x4 = PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0 111 Retiq Flws?Ilmegklrreriex6e'AIIP:'I9Sed'S:iEi';,>EKdAl IitYS6(.'1kDII1 lS:df DYrFCi Pi 2[AC'.S EPekikl'iare. hrn/tesip P.a. Wf.1m,nN, firms tdwft WhW. Pl. teic— 5n!1du . ales, A..m valet m lh T.R. nM gsTa} c aetler flerts sNilheset ia'h'QPwlt edi Aselnss PezgEya, r MO'Frpnw W wwl ib;1 egrtsWswaseptwstAdt nwe,Wwlee;iaaug espaveifhVz'klsyadme sie;k s lej ]>-0re CxlPd It wltt ifl l_ & ye - pn,,l ag dPi s piTR, Anthony T, Tombo III, P.E. mead h' Ta,W ?hi11 ;!sfle rntnsia lPtdAe Omer, r. 7dh nn qd,. Aefn" Dn M,a!' WP dthIr k, IK WNWvinfligede rl lilt !r enmldtie TPPwl k6figkt14 1.Washn .WIr '.sadh kc prsMlita a 80083 aedouwg oeipereri teWrnrc Anntem sa tdwlhiDC eMMx pcAres tPxlarsdmkil9 t[ecprwl Sd<q Wer aae usgkdr utheeet icA rc<!drrt p't dpWre. TnT ufiwstle resgws liAn udhnesdlh6rsi OMuper.Jan ke:peagnrctei lams OnkWa,ednm - 4451 St. Lucie Blvd. elYrcmeceimdNviceaaetgrwe epnk w!wrs ky ek Ptia mds>d lielnn Rs!p faNinx is i;Ttk taltm}Desipa aLos:.Mea[egiez a'nThlf'eag. All mtkde:9erxsmersddfer/reTill. Fort Pierce, FL 34946 upright V 2d16 A-1 Nadi Lnsrs- dnihoky i. Tamba all; P.E. &Pledudiun of this document. in any farm, is prohibited without he wrfien Funsinsien from A-1 final Trusses- Anthony L Tombo o russTruss Type ty y RYAN HOMES / SUMMERLAND A0066932 XR5SUAL J6 Jack -Open 10 1 Job Reference (optional) i rtvvr i RUSSES, FORT FiERCE, ri_ 34946, aesign(ma nruss.com Nun: L.mu s Oct / ZU15 Ynnt /.640 s Oct 12015 MI I ek Industries, Inc. Mon Mar 13 16:05*09 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-pQeJ8OFav8ybjLtUusRo?LBObu7okGsrBdLSo2zbJ08 1-0-0 5-6-0 1-0-0 5-6-0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.10 4-7 636 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.06 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 19 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 5-6-0 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 = 122/Mechanical 2 = 321/0-8-0 (min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 111(LC 8) Max Uplift 3 = 91(LC 8) 2 = 250(LC 8) 4 = 55(LC 8) Max Grav 3 = 122(LC 1) 2 = 321(LC 1) 4 = 83(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;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 91 lb uplift at joint 3, 250 lb uplift at joint 2 and 55 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Brairy-Fl tlua5llt eK.a G 3IfP 7itlSi*"i;:y, p[r3ll L[4S5 J%PIP MiJS PY tLT"r`itRN,xifLi4t:kr Porn. frNtlP ¢p .'xrs WreUxnsu'hs Grss Pe'9°PrtxyR[h'')mitl l¢Rwtr.iwte lO:P:_leh ene ixP Leine _CI tlkx set k/ x<tCP,ttl( Miieis !'snssMlkesrtixNx'PCuked# Asr/ress Perm Egss.x.- P Pr Eerie= e W j 1PPlW,,,Ws .-Far., do,pdc:siuduFriq r,.P1,btr" tugs al arnailr!m kpi7d n tle10.1t, W. In f rx& pm.e r,lex q.skMuks.aid':$ W .s<rlk .: m: ,u i. n u rPoaP,aenP ,>Po P"xer: , q:nn: wu t P-px,nxe rrmntrsxrlr.,rte lk tfk kaia.:.u.gm=Wrx r. ret r,.ltne ruPrcewr-u ern. r,:,: aukytai. 1 p nim»e,e kan<:w! x, ,if—idnta Anthony L Tomb80083 III, P.E. Pr GAI Psgrr [uFr rc kP Mrs of rB rt lb -IN nit,F.1—ii pklb,"i Ve kild.q Unwenl V Ii, ft P;a'll5l) kdkket it l• W Stu ernlx e9*I ifIrad e_1%ledires &r nryns inrs ni 0.iiesAlkLa,, Mupq.Jess &eip Eepkeaeeelrzss P.O.Cor—kss 8LucierdxunereRwdkeEapsonrpWrprswireltdlp;Pes Ponkd. lYera,. P¢qp Eq eis r.rtle 6aikly Orslpx L,SrslerEgeanef. Hi11q All;gtlmod xs, xeudairrl,711 Fort PieStrce, Lucie Blvd. Zt Fort Pierce, FL 34946CopyriPhr-02416A-IRPolLrins-Aridoayi.Iamneitii'.F. ReamlunimPnpisdommenl,inany form, ikprehi6iizdmithom'beWitten permission trPaAlRoof tinasas-Acihonyi.Tomb ill:P.E. Job Truss Truss Type Qty Fly RYAN HOMES I SUMMERLAND A0068933 XR5SUAL J7 Jack -Open 15 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:10 2017 Page 1 I D:?sOQvIlzBGko2h FpRYi bzzzOpep-HcChLMGCgS4SLVSgSZy1 YZk471 RhTj6_QH4?KUzbJO7 1-0-0 7-0-0 1-0-0 7-0-0 4x6 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.09 5-8 905 240 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.27 5-8 306 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.21 5-8 394 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 4 = 179/Mechanical 2 = 34210-3-8 (min.0-1-8) 5 = 94/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 131(LC 12) 2 = 92(LC 12) 5 = 2(LC 12) Max Grav 4 = 179(LC 1) 2 = 342(LC 1) 5 = 131(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/107 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 131 lb uplift at joint 4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Dead Load Deft. = 3116 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% ZtNr; siq-fl_ lhngthreeaa ne'A I IN; ItIn",^5 3', RKW Isys tslofflas(IIS':(IYPEUft"ttIXkc6'EWY:kP Ma. IxJI si pet^Mustd;tel Idesnl!it tress Cesi¢a Drtruj!IR'.; wdnt Gnwy L le[it I11.Pi. tt4rre:t SieY. adxc rv-Gekts dhrslse 9Gefnne fDO, t[tt Y+ticsmt,ArrMessaddaetsEW7e'G£nhrdEaseausdnsrFgan ¢nh6!' n minm,cvrgrc:wsmre:t¢rem¢e t,:erelsgn .y.¢a:ti nfnntda dsu1 Ey:sarelI¢D Ire Inl-c.e yr.I ar En .dtrai.ry Anthony T.TomboII1,P.E. W tsedrt sY.. soft k0d n rsaltyd4 Dm,14 Dare•s9hn ea qm!n MldsgDg 0m udee,dn§R:,&1Ktta lwl'I4ge M 1111 Ih ery ldt4 lDl wt -field do Fnz'sdsEn¢hadu¢.IR 11. aw wok zd'hnr t¢w.ivlrrd 580083 ne Yedrw¢D sigweu 6dre.M EO d ssr Mul're iDC eHne pxPiraed p. Iwtsdneh Wq[syw. ISf hldnulme;t(10¢dh.Fxt lC 1. tikA dt• fix ¢w Ypdux lflliefie n ns¢rsslmn utr"nesdn Le,A.sige,.ass 0e.iq:y eweu lass YudreMeennss 4451 St. Lucie Blvd, ene.mn waw3kr:xawltQwdq aa nr,¢l: al Ran nwrM. IwF nkdss [.¢'awr is INN, Iflim¢ Dw1p.x Tru Sides hqa dmbltiq. Ll a¢INetl ma, we is dffM+. tVI. Fort Pierce, FL 34946 CopyrightZ 20166-1 Pool Trusses- Anthony T. Temba III,. ?.I. ReDtodudion of this document: in any farm, is prohibited Ohm the witren permission from 4-1 Rroi Trusses- ArthonyLbarballij.t. Job Truss cuss -Type ty y HOMES / SUMMERLAND A0068934 XRSSUAL L01 Hip Girder 1 RYAN 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:10 2017 Page 1 I D:?sOQvIlzBGko2hFpRYibz=Opep-HcChLMGCgS4SLVSgSZy1 YZk4ol N7Th5_QH4?KUzbJO7 1-0-0 5-6-0 10-6-0 16-0-0 17-0-0 1-0-0 5-6-0 5-0-0 5-6-0 1-0-0 1.5x4 II 3x4 = 3x4 = Dead Load Den. = 3116 in 3x4 = 5-6-0 10-6-0 16-0-0 5-6-0 5-0-0 5-6-0 Plate Offsets (X,Y)— 3:0-1-4,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.22 7-8 865 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.26 7-8 753 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 64 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-2 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 = 1028/0-8-0 (min. 0-1-8) 5 = 1028/0-8-0 (min. 0-1-8) Max Horz 2 = 39(LC 27) Max Uplift 2 = 837(LC 4) 5 = 749(LC 4) Max Grav 2 = 1028(LC 1) 5 = 1028(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2257/1812, 3-15=-2112/1744, 15-16=-2112/1744,4-16=-2112/1744, 4-5=-2257/1799 BOT CHORD 2-8=-167212095,8-17=-1689/2111, 17-18=-1689/2111, 7-18=-1689/2111, 5-7=-1651 /2096 WEBS 3-8=-223/340, 4-7=-226/340 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; 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 837 lb uplift at joint 2 and 749 lb uplift at joint 5. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 239 lb up at 5-6-0, 65 lb down and 101 lb up at 7-6-12, and 65 lb down and 101 lb up at 8-5-4, and 197 Ib down and 239 lb up at 10-6-0 on top chord and 105 lb down and 185 lb up at 5-6-0, 43 lb down and 75 lb up at 7-6-12, and 43 lb down and 75 lb up at 8-5-4, and 105 lb down and 185 lb up at 10-5-4 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 34=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-150(F) 4=-150(F) 8=-84(F) 7=-84(F) 15=-62(F) 16=-62(F) 17=-32(F) 18=-32(F) mnitq-Hms nwnpllp re.uw fie'A 110 a R9SiEi'SEitJ'j,n(S7AE IEI#iSEJk¢I!I¢eS iCS'OMitL1'Y;:(rN96YELWMEkrinw. leriFt =iry pre: insert reel p.4entic Lenksiy¢mw;I')tai nr 4enmy t.rwCE II.PE.ihnrtiiet!Peiwt K. Ceitss mtnwise sxtet to ne P¢. uh iLtekt rlltles edlut tru r oem!<edd astrr DavF Eya.r . p u¢s Etlir n ,edn gro.edtmK n dnered!>;ted wyr w::ya:aan ror ftartdntsNxrr etr ate ne t¢¢ Ir,uen tnl rxk yt pate-, kte.y f sdn rnr Anthony T. Tornbo III, P.E. ttt.,edh-. h. con t.itt nt vwsio lm data a n u! 4nn agew n. anuo n,ht mddsn Ir,,nt ltt ene lrsl aa:IGy ret n i. rx gpersldf m¢Qe w-rwx one ens. waunq M+em3. u hutnM tees -. ted rest -r.,rsn.rytt 80083 m st¢freto- het icttate tome eibwlsl¢¢ttep e, tee prar dde.Irhge gxnlssty ldt Eon asrptui:sett r. t>L.1 rt!de etxp dpdcz rnlnt n:pws l'ne: mt antedn 1,e.s.a.,,.ret:or:ipt:ettereulre::a h.lan,etuss 4451 St. Lucie Blvd. tIk!xlsterfiaefka:edtoRegceEgnkw!a5xhet pees hnh4 lee in,t ¢et ee fegmwn[ rMk'lliq Retipew_aLn,<.Mee Etwdme81fa1.:A aiAdeti:ttz, ee es CefiteiwTli Fort Pierce, FL 34946 epyright 141b R-I Roaibntses-Arahooy i. lamho 111; P.E. Rqe dnninn otthk d.0 ment. in any form, 4 prohibited without the written permission I'm 4-1 Root Insies- dnthooy L Eombe Ill: P.E. Job I russ Truss Type Qly Ply HOMES / SUMMERLAND A0068935 XR5SUAL L02 Hip 1 1 RYAN Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 1-0-0 3x4 = Run: 7.640 s Oct 7 2015 Print: 7.640 s Octt 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:11 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-mpm3YiHrRmCJzf1 tO HTG4mGH I imHC9D8fxgZsxzbJO6 8- 6-0 , 16-0-0 , 17-0-0 , 4x4 = 4x4 = 1. 5x4 II 1.5x4 II Dead Load Dell. = 1/8 in 3x4 = 7- 6-0 8-6-0 16-0-0 7- 6-0 1-0-0 7-6-0 Plate Offsets (X,Y)— [3:0-2-0,0-2-8],[4:0-2-0,0-2-8] 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 0.79 Vert(LL) 0.23 7-14 829 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.18 7-14 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 59 lb FT = 0% 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-8 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 = 700/0-8-0 (min. 0-1-8) 5 = 700/0-8-0 (min. 0-1-8) Max Horz 2 = 50(LC 12) Max Uplift 2 = 534(LC 8) 5 = 433(LC 8) Max Grav 2 = 700(LC 1) 5 = 700(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1036/1829, 3-4=-923/1829, 4- 5=-1036/1829 BOT CHORD 2- 8=-1590/918, 7-8=-1609/923, 5- 7=-1590/918 WEBS 3- 8=-324/192, 4-7=-324/192 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;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 534 lb uplift at joint 2 and 433 lb uplift at joint 5. 8) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard @wrfq- flet=nmukli rnww be'8 1107E TIms3'SF 3`,6fk`JAt I:L418,J891[I'S[Jf'oYi'WCY"lIIk1W:fCKYF81'n. terttl sys px+srd rrel u3swhztresa G pWert(IN:; and de 4fiwyLlra6e lC,r tehrn. Siecldx _5rkzs wise zbela7t tCO3alt iELh aauarilelesskktk dMn n..hCNkE d!_Asrlmv 8sia. him -.e .p rMi Gr Ms napilnpc+ul mrreiex do pa't-iwtlu5va iyr:spoe:6uryfa 'kk y¢dne sindti lepini n. tBP %i lflr tx ec ie_'i dm nlmM Anthony T. Tombo III, P.E. wK drh zfa mrcll nt s :nlndo 6e ,dwad mr Msmud ,an aaedr6an d la dt41 11exAr wn E_ m m Idn mhwmedl n t.:,:-rmt.ymr, i i rte eN zchm-y wnrd 4 80083 ihsrl6ihI. itmtrsl AIIM ,r4:n.lucwuxndldF:d dwk,dqFmpisAt!WkatOgrAGwttrtpwss0<id dArpndtd.,.l?tlaefixne,n,,&Imn,,dw:lazdn La.,o-zgrr,.nr,x.yr:3.<,,,Fdl r:a..O.,W.:,WH, 4451 St. Lucie Blvd. A.—e dnr i»Ealalrmd qurwtnaydn nn qrd data„¢cnF1e ais k-rn tlensa:i.wlrne, srmxFri1.v n,. kaldN I Fort Pierce, FL 34946 oPyriRRt 2416 A -I Ruai Tmsses-Anihoeyi. iamha':II, P.E. Reatodud-1this d-w.t. inonyterm, is Prohibited'aBhoutthe wrinen permission Int. 4 1 RANises Aethooy i. tumha ill; P.E. Job Russ Hiss ype ty Ply RYAN HOMES / SUMMERLAND A0068936 XRSSUAL L03 Common 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.conn 1-0-0 ' 8-0-0 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:12 2017 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-E?JRm2HTC3KAaoc3a_Vd_pR064LxcjHtbZ6ONzbJO5 16-0-0 , 17-0-0 , 4x4 II 1.5x4 II Dead Load Dell. = 1/8 in 3x4 = 3x4 = Plate Offsets (X,Y)— [3:0-2-12,0-2-0] 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 0.83 Vert(LL) 0.24 6-12 796 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.17 6-12 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 56 lb FT = 0% 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 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 700/0-8-0 (min. 0-1-8) 4 = 700/0-8-0 (min. 0-1-8) Max Horz 2 = 53(LC 17) Max Uplift 2 = 531(LC 8) 4 = 430(LC 8) Max Grav 2 = 700(LC 1) 4 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1009/1800, 3-4=-1009/1800 BOT CHORD 2-6=-1557/890, 4-6=-1557/890 WEBS 3-6=-646/315 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 531 lb uplift at joint 2 and 430 lb uplift at joint 4. 7, "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Wertnp-flea!Mmq!¢rerirr[u'1.110:?'ItlSiS!kii3';, 5EC3AI IiCgSfi:;1661Itvgi i45?QN'WfEC`jS(RN4li[Lak;6t'Pore. lydl iesip pwaatltts rN red ewesa»As trus It In on q;IP6; and a, AMW 1. t+c# In, f.. I lor-9 !W. ru. Cars 4—ise rule!u tt liO, eat iNfaC d. pars seal k i ssr!. TDO ak al. Isriru, Ong[at deiu:. uiWay rdRedd. ta-anu a ee Nr-lindana c 'amMueged d:k uwtae,b3<urktlathu'a.Ir[a/skdilIdetdrWteilEke Iatietooalneeia anr.:s.-de kxer Ix-,Itm.mekn: iak n imd MthonyT_TomboIll,P.E. 4resid t t 80083 He Cr:lfarg i erae [rakmM. Algid rMulk lg Mnu Fort'.e lgtiddn dti: kiW,e{C e'rc lSa'eh tart rice HSritlr.kll IF;; ran crdc Mrm ugskac Ittl ed'iusf!<estusmlitin eN G.lksdlkL.,, g.zCsre; ruts ga:q*:uer ui lnss 4aaMlwri uhn 4451 St. Lucie Blvd. egeiwiu rrfrcdNtExnmlrgei pru wrnsahal eul'ces tnNd. tulr.t&c.eeCae a is C:,fM6r:I/iy Qrsisgn,xt'as,<rnea Er}®eam H:tbq, liq. Al:rylMtd erx; mersidied s.'I4L Zt Fort Pierce, FL 34940 epyright02016A-I fool! tosses-Anihony1.Tomho111,F1.Darodudionofthisdocument,inanyfarm,isprohihitedxithounhewrittenpermissionfromAIFactTrusses-Anthony1.Iomho111.F.E. Job Truss I cuss I ype Qty Ply RYAN HOMES / SUMMERLAND A0068937 XR5SUAL M6 Monopitch 4 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 METek Industries, Inc. Mon Mar 13 16:05:12 2017 Page i ID?sOQvI lzBGko2hFpRYib=Opep-E?J Rm2HTC3KAaoc3a_Vd_pbP6BKxc7HtbZ6ONzbJO5 1-0-0 5-11-4 1-0-0 5-114 1.5x4 II 4 1.5x4 II 4-4-0 13-4-0 1-3-4 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 0.26 Vert(LL) 0.04 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.02 6-9 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 24 lb FT = 0% 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 5-11-4 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 quide. REACTIONS. (lb/size) 2 = 240/0-8-0 (min. 0-1-8) 6 = 284/0-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 8) Max Uplift 2 = 191(LC 8) 6 = 178(LC 8) Max Grav 2 = 240(LC 1) 6 = 284(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-207/318 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left exposed ; porch left exposed;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2 and 178 Ito uplift at joint 6. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Reant-Plear Hm ylh re.krGfe `A 1 PoT'lISs3'k 3. eEk3k[ I1NS 6 [:1%¢I¢r5f S'ONitef`r5a,[rr;i4E[5Y'.ki'fwa rwetea9p pxrinc u/ edaks axd; Irzss ¢e• p a"xyp(;aeafle IdlnP 1. Poh W; r le nre Sret6dwr m- rrless dirt se Telel n fle I¢a,nf/ i6r: te p'des;¢llkeselAxflt'¢Cpksdl a ette:so:s [gs,rxae,spaear[etem tl:;eelu rs6crgrcuuaa:epe edfl:r k.undurus req:t Iryta;fl au d;utNrm:e zzaufl•t¢suEp.wum[.run:rra aop ,Na P aflus:gmerm AnthonyT. Tombo III, P.E. man 1. ns t.__ r.P Eei dde U"u,ke Cxaa mw,dywde n EMuq¢ :a ,in@euded dir lC fle lG afxET..Ea""»iuelr en t Iu pr. idnemoaa®r la erflet::, xa,a. Wag, E >< NE r ae I... At htle rul-ii itpd 3 k& A ¢ - murrru .ulm sscede l¢s eeddx «kes a kr dlul id q Esdrn ldwewma Ns[trelc;taa 1T ed sG.i we rdwer aiu d -a atnleer snore s late: eukeesN L,,, 9.i ,.nss ae. e, eea eel lreukwtcbu, .dens t30cie fll v r W rµh w H'° ga h ' 4451 St. Lucie Blvd. Zienen. eer AnaiwnmepxeP ewian l: nl pamzs Nedra Iota oe;.«Pegaer isl messatiy¢rnpn.atr;;;sr;sew tgewe u!u!ra[m. nl.podi.ea-eras we nidNd x'PIm1, Fort Pierce, EL 34940 opyri1bfZ2616. 41 Neal trassas Anthony i. inm¢efll: P.E. &eatadudinr.of$4dacnmant. in any urns, is pm6i6ited withoutiewiffen pennissiantren A I Rufls ssas-Arlhoeyf. innate 111, P.E. oI toss Truss Type Qly= YROYbAINI HOMES /SUMMERLAND M6E Monopitch Supported Gable 1eIroi1-- .1— eference o tional FL --., design@altmss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:13 2017 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzopep-iBtpzNlSzNSOCyAF7i Wk9BMmtWZCg3?Q6FJfxpzbJO4 1-0-0 5-11-4 1-0-0 5-11-4 1.5x4 II 4 6 5 2x4 = 1.5x4 II 1.5x4 II 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) -0.00 1 n/r 120 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 24 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 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) 5 = 17/5-11-4 (min. 0-1-8) 2 = 198/5-11-4 (min. 0-1-8) 6 = 308/5-11-4 (min. 0-1-8) Max Horz 2 = 116(LC 8) Max Uplift 5 = 11(LC 8) 2 = 95(LC 8) 6 = 128(LC 12) Max Grav 5 = 17(LC 1) 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 11 lb uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 10) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A! nWF.P.g-PIPFS #fAg',1+'tP%Y ik { 1 11i7n>:i $fFF.r}r'C!ii(-}gN 1iQ ti.9$F:i-_'Ir1 iSh:.SKYL'N:'fitW. tRPx dei Eg&tFCA'N.F9HtPFf 4i1:5WpP.iiPC;•A3.12*R()g[nt!$F iHSFPt3fR34N:tri llfilfM4 itPll itlF(P eiI SR &S4 s3P ASP1 dR'kP.. R1P tg to-ce M gkCtde rsPdb Ex ibtnnghlpe(zis 3e r,giata,P.geFs4g a{iaeu,.te.m.uuFipO eans: eF a;;gFzne #F&s iwd PBiaee g,pen.`alh im he a,m at5P src41FL sPtpffxN ltOeFt eIR I. 'FrNsg n, sgMmziG sie4a:t! a sr atPurn rn,nS4 sseP:gFsikme:ne> u,^s w„egmmms.r gr, PP,ame m ftVAv Pdn:i q;PrP,,nF.lsrvod0nPl.ow.,1W.4U s-uaafwNss.OF,pe,tsw4n.Wto-Ito —IMP. :,tamart Anthony T.Tarlboti:,RE. 4 tP4h9<gsm tabM a,sa r n roaa px sAg fims aAli Pea9uw Y asuRS i3 sort, nw xts rtFcap areFn:es a r FtgP,rai a cur u nn a800P83 oaa iFeawdhsacenrmFeed axroYgpx.pmn„aPd.°saysP¢-s ISe $FwigaP ,aPL FsssemFFgr:PF;ds«ga Fg,zlw+n= m smri+ a FrcF. 4451 St. Luria Blvd, CopyriggirS: TDIb A [RoofUeszrs Anigssy Limbo 111, F.I. taprcdaabn e#this dornmsn5. in uay form, is prah"sbitEd.ilhuaP the wdreA parmizsiar:fiam A-1 teoi lrxsses-Anihcsy I. Fort Pierce, Ft. 34946 Tomb lll: P.L Job I russ Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0068939 XR5SUAL MG7 Jack -Closed Girder 1 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.wrn Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:13 2017 Page 1 I D:?sOQvl lzBGk02h FpRYibzzzOpep-iBtpzN 15zNSOCyAF7i Wk9BMnGWL?gwIQ6FJfxpzbJO4 3-5-13 7-0-0 _J 33 55 13 3-6-3 1.5x4 II 3x6 II 6x6 = JUS26 3-5-13 7-0-0 3-5-13 3-6-3 - Plate Offsets (X Y)- 1:0-0-0 0-2-13] [2:0-1-8 0-1-8] [4:0-1-12 0-2-0] [5:0-4-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.07 4-5 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.03 4-5 999 360 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-0 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 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-2157/734 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Use USP JUS26 (With 1Od nails into Girder 8i 1Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) 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 (pit) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) itW Yj n23X x"TfiE x'S {FqM ! S i S ltUii ''SEU:i" mod( t 2t0'P Si'3tY`Mii£*91z:iA'Sn`:¢GULA{'kf lM dISR HS6ffi3EtSC iPEi mh RClS:iFfi P2£i.[e*li1F{Q[kA iilpFEat Yrd9 %lS 11(biCk'Pi4 k lAkSE, 1d;H'F'SC fleXl NSk .f)9 Anthony T. Tombo 111, P.E. F6 pFY4iYlf-Bt.S dI. PR IQ£IiN tpfi A 4r 4rd:[11 (L(it t.. Eh1 AlNj, S ii mr t(tD[PMt1P#'i!t SLspSq g i:FR!F Ik NIE£ ta£HS3frI kP tEii 6ft{Sd31 .1}E Fi:i¢$AI?IC[£R(e. fl:Rl :¢t (4,1£i 31i&SPbJAS. kiYNSt tk41 1 Lhh[EY! W. did( t,e.trld r+er.{astitimz 9 t_4z xetiwl6abNytNNRearegls.",ptt,u6e ytlzlii, li.seeeld3Ne :dtfzd'7tltieWReddliel;DwutSiH ilAf d q 6mt.5tuc.nldk eeabati salatie>5eee?Unied s80083 Ri HA 9 4aNr1fonne. AA_,"WMfirC or(6e, r>t,".t taldsl 'i mS wmam tM,1'440_4£r nm WI f de.,ek 1..[ 4451 St, Lurie Blvd. sixrxpr+adxi(eesxt sged e{u,§arrmtlt aVtm7n ix3 e1,6e1?pSS blip hni7. ba tf Eiroiel:xsip,n irons ASGA u,. Ndal id 6eyl¢1Aauia asinaddeed blHd' Fort Pierce, FL 34946 upyriq£t>E' PBtb A -I taxi ltasus -Amboy L lombo lL', Pk, £tpmdaetiea althn domment, honey F:m ih P,Wb@aA *ehnsthe .6res pamissiax 6tm A-1 tact iretsts-Anthony ], hZbe III, P.E. o russTruss Type ty y RYAN HOMES / SUMMERLAND A0068940 XR5SUAL VM3 Valley 1 1 Job Reference (optional) Run: /.64U s Oct / 2015 Pnnt 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05-14 2017 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-AN RCBjJjkhatg6l RhP1 ziPuz3vwVPX5aLv2DTGzbJ03 3-0-0 2x4 , 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL , 1.25 BC 0.05 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) 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 3-0-0 oc pudins. 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 = 9012-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 5aa: flas:trrw7dr rAGa Ra 41r riEN'v.5 iEU%, C3BSl1€''0M.8tU1'i"u19S;€:1q:W!0'iS:[R1;116itiYE'@in.Ver.kapa ssGnsae iert letj al s;i s txnR:a.mF(I[wl`&eS aLa IN,L;.hh eeu WOW,- 9a4ss W.an M.W.!em t,4 Wit;wetp tkyhlle,krs'dtwl4BuM nlO R ti s trite.. iK?istia e, tf ,winsllGG exeyrt!us;tt{t¢a!exlll xeh .lttd!Apzn uq ,¢nali+lC tx tuN pdH;Wltii sta;Hryrtu€aahr i3Da! sRn lRl&M gm'ssgass,l»lq ffxx',.s k4r,1! sletmo-az.nu.ssJGg wr:>E+mtw,tur,,.<il}m,r.r.,;,,ar,w iza[,mar da;less,n-tt;yr e.nrha nrslx asa..r,€[m,.um t agescrlm„,a: Anthony F.Tomboli;,A.E. fit# CYi C(tl®R'St :S SE HfR I r'0(M rfkt35¢f (mlfNt5i6k tIIJ9144.$Y { Effipd n( p((ty}+if IHi SKI pry itt'IFlgf.I—io 1{dk(t i 113'Eiti/U Ix Rf_111 ti i{(gtr SieilS:bFt:7 ftS`HrEft@f`IK:a CRY{i.ryGif z6008J i fllkt 4!1/!f•Pffi /J ttt r6E6%t F4lflfS'Fti 3fd t($!i ESS .SE}f (!§iU8 is XT !kt r4tirt Xil ,IX ('tfS.jSkO tt AFKd6; iNjA}e;i 6i Itt'k F.: R4 C:f AtdP I.1. 4451.fit, iUde Blvd, Fort Pierce, FL 34946 topgrigt1C201b A Rod lrssses-AntFceyLtem6n III, F.L t.peedaUiaa It ibis dnmma¢t is anp te3m,.1s pm4itritel.a6o-stike wriBra permissieehom A-t#errf trxtlns-Aatheny l.lnmEa lli, P.E o russ russ ype ty Ply RYAN HOMES / SUMMERLAND A0068941 XRSSUAL VMS Valley 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design@altruss.com 2x4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Mon Mar 13 16:05:14 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-AN RCBjJjkhatg6lRhP 1 ziPuu7vtBPX5aLv2DTGZbJO3 5-0-0 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 1 0. 0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 16 lb FT = 0 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 5-0-0 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 = 16414-11-6 (min.0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(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=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t 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) Gable requires continuous bottom chord bearing. 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 41 lb uplift at joint 1 and 75 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Zt AnthonyT.TomboIN,P.E. W 10-# 80083041. t eHru »ro t:;wn:a >. a ca ,a aH;runwHm6Kmtt,ya ,.ram xn.d a,a wa a d6He :ta wa nt. l farf d I:hH H u tail rie Hyxi as m .:<waaHaenHq:ee { eHtolroartl-tlsaag !fikw"lodgttapattwf,Ituun itsrruitiothM dSKIer"der.41.1--Punic T114kh n a.zmunitnesrn r.f,:k :tnt,a doer u a K,Hlss 4451 Sr,Lucie Blvd, Fbrt Pierce, FL 3494 ti Capyrighl SDldA-I [ont Ltsses-What 1. Tomlin III, P.E. tap,odotfimri this dotamtot, inaaq rasa, is Prohibited+il6aal ihe.,into tormissienhem A -I tool Trusses-Aalheay T.lomha llt, F.E JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 i ti 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) ina,-41m rro rsnirr id AI icN[fls4Fti njuwtFsitiN4i 9z t'iS(¢4iG4s tY l'iaERzoszU'wir€^a...Rai±ar.;¢yesraarspi xe£asesatr lrrs hs&p 4x ra, t1 ml!e.tmbm.l sk £,H z.Fazk#u r; &: na iiz.,irw+BmSs tf4l:a@q Nl"e4rceaMa pld.ssi.8fzasadk+in'[k6e+i:l.! mshsitZeiima{a.ak•fan,,7wv@miss s[kkrgr.s•snpxrelerczdRa xs.Yssiai es;beragse,rs¢m%etsr:3ah rxd2es wi;n &p kdnteitt wR4l, iN ditryea.u;.t icas,bdiejzxa:s. swlai:t .. mE nzgbsr '.rm, 3rxooft resgmdiu ittAs ¢z..wrSu drime ¢r Anthony T: T©rrta€LP.E. lkQfaat ttrdNb'TAEroLWiRi ma neEatYriJBz:lmthld sa rn,a, ¢R N r; 4451 3 fls deiditaAs+Arai:mazut9aasstwake.ssiikNe"rsad Wz.hen.Sek#igte maieagcmr'CJ'pdxu€Htf`:zs serdrm:d6rpxri ywlaa pf.iaakws¢a' WmrrsA"a:ss iz%ze, 3riv k,Rp [sass ua 3rs: Natcetma ze.s de.;x p.t t sams.n,a 4 t,xr R,ae = :,ate >.a s ;per a<aR rta idria. - oaNer a£a' 3494t t. jai "riti r` at R;eree P;; 3444b apyrig4afl 2416A-1k¢tkzsxes,AoskeayT iem50E; i.E. IeTv¢tuti¢a ettkisla¢au¢cia aaytmm, ssp;6ltei rOM1¢s*tkx w taa permrss,;ehemA-tYwl irrtsses A¢s`txyt i¢mis Ell, P.[. .. - • - - , - - January 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL02 MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. ROOF TRUSSES 445451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 Attach King and End Jack w/ (1) HJC26 Hanger on BC. Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TIC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10) MANUFACTURER'S RECOMMENDE JACK/CORNER JACK (TYP.) NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ i 0 ti Attach Corner Jacks w/ (1) LSTA12 Twist Strap @ C and BC (Typ) w/ (10) 10d Nails Min. Per Strap HIP OR KING JACK (TYP.) H,:xis g tr p' s,zx€Gtxszf la a, [ap n e Ax ryas ;e¢rm:v,s au trat er a:qa+ g3sa iivhitt eke at eFi ,sec P a i aaip t; -ii € fi Ant or,rT Tom l ll; :?.E. a6 K:=r4A 1 E Ski h tp l rteJ Lrece sv.Y gA.tA EatS:. :ir atsstsl 3.. t6:al iced ,try u tffi,hl.F a erred .i.a e3 lis °T ss.;sl iye g x. aecHe'u§ eh,1€e7 r i. ,n r .p;z ae ra t.-t t cyrms 3uitri steam '"Emre M.M—iar : a A-R,a m tns:x zes'. Cirsi _!tom#fz Rad9 nrr 7dt,r,9Cap,i xeeL k. 4et-90esa a.rass§se :[p!€y :9*k±t aa,anui3 m€iea. .: . . PpgghrzNit A I hajfmw-hiin_fiJi iill,P.F.', fRptadaasaa¢0k=[taeemeat. ins€gdaias icpc iPriri3hunttbe+ut7za ptrmsuzs';m!1.1 Gar#hams-kat rtiTaa!lDa 6%, P'f _ .. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT 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 ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES @ F- 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. 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. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL 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'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS STUD STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING RUSSGABLET/ MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS ETAIL IS FOR VERTICAL/STUDS ONLY. 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 FEBRUARY 17, 2017 I STANDARDCONNECTION BDETAITRUSSACK I STDTL04 ram - Awl A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WINO 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 ETAIL IS VALI FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS ESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X 8' 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' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LEIS AT EACH 3' X 8' 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. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 SE TRUSS OF 10d VALLEY TRUSS TYPICAL) DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED GABLE END, COMMON TRUSS, OR GIRDER TRUSS P 12 SEE DETAIL 'A' BELOW (TYP.) GENERAL SEPCIFICATIONS: STDTL05 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 46' O.C. BASE TRUSSES GABLE END, COMMON TRUSS, OR VALLEY TRUSS GIRDER TRUSS TYPICAL) WINO ESIGN PER ASCE 7-9B, ASCE 7-02, ASCE 7-05: 146 MPH WIND ESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND URATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' D.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 1 TRUSSED VALLEY SET DETAIL 1 STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 VALLEY TRUSS TYPICAL) SE TRUSS OF 10d GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS I , - , I NO SHEATHING) N.T.S. mms SEE DETAIL 'A' BELOW (TYP.) GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. W000 SCREW = 3' WS3 USP OR EQUIVALENT. OD NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER ETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES GABLE ENO, COMMON TRUSS, OR VALLEY TRUSS GIRDER TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND ESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' D.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY17,2017 I TRUSSED HIGH WIND VELOCITY) AIL I STDTL07 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH TRUSSES WITF WINO DESIGN PER ASCE 7-9S, / WIND DESIGN PER ASCE 7-10: MAX MEAN ROOF HEIGHT = 30 FI CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREj MAX TOP CHORD TOTAL LOAD = 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: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS ETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD] FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6112 PITCH BOTTOM CHORD o u o0 CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 MAXIMUM 12112 PITCH) FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6- O.C. VERT STUD SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS GEOMETRY AND CONOITIONS SHOWN ARE FOR ILLUSTRATION ONLY. IAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, B 3X4 = PLYWOOD STD SPF SHEATHING v DIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.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 (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAL. BRACE 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED TRUSSES. 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. It. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE1 DIAGONAL BRACE 2) DIAGONAL BRACES AT11/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5-6-11 6.6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24' O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3-10.15 5-6-11 6-6-11 11-8-14 2X4 SP #z 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 sP #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 I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING 2) - lOd 4/ KI NAILS TRUSSES @ 24' O.C. 2X6 IAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (S) - IOd NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL T-BRACE / I -BRACE DET/ FEBRUARY 17, 2017 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACEO WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 TRUSSES NAIL TO BOTH PLIES) NAILS STDTL09 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 2X8 I -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 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. 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 A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 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 ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (2) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL F NIBLS (0.131WITH (3) X 310d BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0216' DIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' 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) FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL e NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS j SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c o 135 93.5 85.6 74.2 72.6 63.4 J in 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c Z0J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDEXFNEARSIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD 131 59 46 32 30 20Z O J 135 60 48 33 30 20 162 72 58 39 37 25 J 0 128 54 42 28 27 19 I-- LD z Z OJ 131 55 43 29 28 19 W 148 62 48 34 31 21J J N Q Z 120 51 39 27 26 17 0 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J O 148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO 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. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WINO OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (OOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIE ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING ESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S] IE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.3 X 4 TYP 2x2 NAILER ATTACHMENT I STDTLI3 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. TYPICAL ALTERNTE NG April 11, 2016 I FO EXTERIOR FLAT GIRDEIR TRUSSIL I STDTLI4 4) 12d TRUSS 24" O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 RRw slinky b ,nvxF:s A'. '. Pe 4FKnei ai, L'as Ny.FxMnv;s 1151 iFaiU P FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES e e A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD, FORT PIERCE, FL 34946 772-009-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAO DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 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 1 5485 3346 1 5019 2829 4243 1 2898 1 4347 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 2XG) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' 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: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED 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 ETAIL 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 APPLYING REPAIR AND HELD IN PLACE URING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITE TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' OIA. X 3') SPACED 6' O.C. 2. THE ENO DISTANCE, EDGE ISTANCE, 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 SC 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 AM A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / 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 -1995 — "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. 12) 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.A1truss.com o u P STRUCTURAL CONNECTORS` A M1Tek' Company Haneers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4)- 10d (Header) 1) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 4) - 10d (Header) 2) -10d (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 THA422 2245 2245 2245 6) -16d (Carried Member - Face Mount) 6) -10d (Carried Member - Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Tap Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1835 2) -10d x 1-112 or 2 - 10d x 1-112 (Carried Member) 20) -10d or (2) -10d (Face) 4) -10d (Top) 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 11) -10d 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) US 1,44 STRUCTURAL CONNECTORS" A Week' Curripmy Hangers Allowable Load (lbs) 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% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) -16d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member- Max Nailing) 20) - 16d (Carrying Member - Max Nailing) T6 THD28 1781, P 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 26) -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) 26) - 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 HHU546 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) Or USP STRUCTURAL CONNECTORS" A Krek' Company Nanppra Allowable Load (lbs) 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% 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 4210 4770 5140 1000 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 HGUS26-2 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 HGUS25-3 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 35) - 16d (Face) 12) - 16d (Joist) S STRUCTURAL CONNECTORS' A MiTek` Company Fastener Comparison Table Connector Schedule - Group Label USP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) -10d (Joist) 4) - 1Od (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) -10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (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) - 10d x 1-1/2 (Joist) 20) - 10d x 1-1/2 (Carried Member- Max Nailing) T4 THD26 HTU26 20) - 16d (Carrying Member) 20) - 16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) - 16d (Face) T5 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 1-112 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) - 16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) -16d (Joist) 18) - Ad (Face) 14) - 16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) - 16d (Face) T9 TH D48 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) US STRUCTURAL CONNECTORS` A MiTek' Company THDH26-3 TH D26-2 THDH28-2 TH D28 rj f r r THDH26-2 TH DH28-3 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. T1ci3SSP7C3DIRC#TION P lS Ihd Y + Writ, Ao n PI-rkiFS = k is c « L8RSAK F LT.1,LC7`ED=BEFsfZli 4 = trr. f•_il J .1 i:.r# x8 11- -: x3 LI _ 3x3 =- FP---_=- 3x3 I1. _ 3x4 • 1.5x4 — 5x6 — f by r 17 — ic37 G Ja,3_ 3x6 FP M. 0„ 14' 0" 16 0" 6 U U U U C 2 CJ2 C 4 CJ4 0 1 LU2 1 w r] 1 Lac. 2, 0„ T 2, 2, 0" 2, 0„ 2, 0" 2, O" 2, 0" 2' 0" 2, 0" 2, 0" 2, 0„ 2, 0" 2, O" 1 FLO5G aF; i q FG2 FL04 FLO3 FLo3 FLA3 FL03 FL03 FG3 FLO2 FLDI 101. 2, O" 2, 0" 2, O" FLO1 FLD1 FLO1 1' 1 4" FLDl FG1 Dot CJ4 CJ4 11b tl6 CJ2 CJ2 U U U U 8' R" 214" 315 1 " O TYP. END DETAIL hi" pO'>'o'•6'rTYP. END DETAIL. AREA CALL FLOOR 1374 OS "; ROOF 215OA2 ": FASCIA 256 67 HIP LINE. 160.23, VALLEY LINE 17.2 . NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) - NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: 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. ; REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD - REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING QA JUS24 H THD46 U JUS26 U MSH422 THD26 QK MUS26 - 0 THD28 QE THD26-2 THD28- 2 JUS46 @ LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 20 40 ASCE 7-10 o DEAD LOAD 10 10 150 MPH EXP C o LIVE LOAD 1O* 0 CATEGORY If m DEAD LOAD 10 5 ENCLOSED - TOTAL LOAD 40 55 FBC - 2014 - DURATION FACTOR 1.25 1.00 TPI - 2007 REV DATE BY REMARKS - It is understood that above - conditions have been reviewed APPROVED are acceptable for the APPROVED AS NOTED m fabricationattrusses, elevations, pitches, overhangs, REVISE AND RESUBMIT fascias, ceiling — elevations/ pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted DATE d withoutpreviouswrittenapproval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: --/--{---- STRUCT:--/--/---- CUSTOMER RYAN HOMES JOB NAME SUMMERLAND "A" GARAGER/GHT — e........... ......... .____...... OPTION( S) - — COMMNTY LOT # BLDG '',, BLDG -_ TYPE # JOB # _ MASTER XR5SUA — DRAWN SCALE e DATE 03/02/201T EX NTS A- 1 R®OE TRUSSES. A FLORIDA CORPORATION Ph 772-409-10101 Fax 772409-1015 a RECORDCOPY- Citybof Sanford Building 1 d Fire Prevention Product Approval Specification Forma Permit # .# 17 3 2 6 3 Project Location Address O LoINc SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available- on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.4 Sliding Ply Gem 4780 SGD 14634.2 - RI Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - 1111 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1- R2 Horizontal Slider Casement Double Hung Fixed Ply Gem 4701FL 705 14253 - 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 Soffit Panels 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse, E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11 Underlayments 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 Florida Building Code Online Page 1 of 1 RECORD COPY BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map j Links Search d Florida 4 Product ApprovalrUSER: Public User aUrutCBu(r.'. e?r ryvasrnr. Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15000 ;VILD/NC Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL ALL SANFORD Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL O A IRnM Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other AH Search Results A Iications FL# Type Manufacturer Validated By Status FL15000-R2 History Revision Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. 813) 767-65SS Approved pp.— vY Contact Us :: 2601 Blair Stone Road Tallahassee FL 32324 Phone: 850-487-1824 The State of Florida is an ANEEO 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(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 emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: Credit• Safe st• cu rit • nt t r tuL• s' hf-tnc• //www-flnridabuilding.org-/Dr/i)r._ai)p_tst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 3 j1P rofesafth Raguia idt Oro Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived F1 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 10 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. J Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.Z/A440 2005 ASTM D1929 1996 ASTM D2843 i999 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 Eouiv of Standards.odf httos: //www.floridabuiLding.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 1S000.1.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 Other: See INST 15000.1 for Design Pressure Ratings, any Evaluation Reports 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 "? part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b, "Fiber -Classic" or "Smooth -Star" 6'8 "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.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 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y 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 "]" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8T "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 15000A for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y 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) h+fmc-- / /,engine, flnririahiiilriino.nro/nr/nr ADD dtL.aSDX?Daram=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.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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.1)df additional bse limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors, which have been stained or Dainted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 1618 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI 15000 R2 II INST 15000.E 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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf 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, which have been stained or painted within 6 months of installation.) Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, $50-487-1824 The State of Florida is an AA/EEO employer. Conyrinht 2007-2013 5tate 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 herre. Product Approval Accepts: Crl'dit Card Safe i'aCCLIGIll'hiF.I7UC'ti hf mc- / /%AixAf%A/ f1ririr;4hl IIIriin s_nrO/Dr/Dr aDD dtl.asox?Daram=wGEVXQwtDquS... 11 /30/2017 t Florida Building Code Online Page 1 of 1 iS tx11 s= %fin "it + F3sp; i ,.'yis f _4usY es N-rr lebbfondiUvre a a b a V-1IN r mc. t= 1 -0 i'ICEOET 1 iic ff>a' Product Approval USER: Public User Product Aooroval 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# 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 Search Results Appllca ions FL# Tvpe Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved Category: Cate o Exterior Doors 334)'300-1800 History Subcategory: Sliding Exterior Door Assemblies Commission if necessary. APPmvea uy 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.ment with anan email address IfPursuantto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departtheyhaveone. 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 add ess which can click be made available to the public To determine if you are a licensee under Chapter 55, here . Product Approval Accepts: W ai'cwrit e nrE; r KI c; . r -r -- -- --- I_i -_.._. Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registation I Hot Topics ? Submit Surcharge Stats & Facts ; Publications ; FBC Staff BCIS Site Map LinksSearch d VON Florida o `: Product Approval USER: Public User prvc¢ f1 .: ra GikvleiasaProduct Approval Menu > Productor Aoolication Search > Aoolica[ion List > Application Detail FL # FL14634- R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 National Accreditation & Management Institute Quality AssuranceEntityQualityAssurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.12df 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 0 i 11/ 29/ 2017 Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/1212015 Date Approved 06/23/ 2015 Date Revised 10/12/ 2017 FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.Ddf Approved for use inHVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #13778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02.Ddf Other: Without sill riserCreatedbyIndependentThirdParty: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634 R2 II PGWO63 SS 2015-01-02.Ddf 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 FL14634 R2 AE PER3054 SS 2015-01-02.12df Other: With sill riserCreatedbyIndependentThirdParty: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FI 14634 R2 II PGW064 SS 2015-01-02.Ddf Approved for use inHVHZ: No 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 Other: Non -reinforced. See installation detail for available Evaluation Reports 46 01- 02.Ddf Fl 14634PE 3055Third sizesandconfigurations. Created Independent Party 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FL14634 R2 II PGW065 SS 2015-01-02.Ddf Approved for use inHVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Approved for use outsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: No DesignPressure: +35/-35 Evaluation Reports FL14634 R2 AE PER3056 SS 2015-01-02.Ddf Other: Reinforced. See installationdetailforavailablesizesbyIndependentThirdParty: Yes and configurations. ICreated BackNextContactUs :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. r^^y"^ht 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 thisentity. 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 an be made available to the public. To determine if you are a licensee under Chapter 455, plea here . Product Approval Accepts: ct', hccE 0 Credit Card Safe Florida Building Code Online Page 1 of 1 a* y x ;wr: _tCa gsq',rvrrsro ,coaits_?as; 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# 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 earcu RCSu1LD FL# NF,.wc.uv.0 Tyoe Manufacturer Validated By Status FL9174-RII Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Kurt Dietrich PE 704) 564-6867 Approved History Subcategory: Sectional Exterior Door Assemblies Approvea oy vorra. App-," r ,,, ,. „o„ .. _._ . _- -.__• _ 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-remrds request, do riot sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here_. Product Approval Accepts: 0 ® cJ;l¢ t Creditd Safe s c urttl+trTRtc•s i i..,..»., nra/nr/nr ann kt_.9SnX 11/29/2017 4 Florida Building Code Online Page 1 of 6 NICA>FfIM9Nr 0 ri is ness r s4'a Florida Product ApprovalUSER: a Public User Er._rrur3va,ew: Product Approval Menu > ar^drt or Application Search > Application Llst > Application Detail FL9174- Rll Application Type Revision Code Version 2014 Application Status Approved set to re -apply per applicants request 4/28/15-rb CommentsArchived 0 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 Greg Taylor gtaylor@Wayne- Dalton.com Technical Representative Greg Taylor Address/ Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne- dalton.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc, Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 12 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA- 108 DASMA- 115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 i nro/nr/nr ann Htl_asnx?Daram=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 c..r i-v of Products Model, Number or Name D9. escription FL # 9174.1 9151ht. 20 / 6100 / 9100 #0228 Max se height 21". GlazingMaxlanavailabletoporintermediatesection. Limits of Use Installation Instructions F19174 R11 II 0228 318958 P7 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 Rli II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 Max . Max section height 21". Glazingia6aidatetpoection - able r9" Limits of Use Installation Instructions FL9174 R11 II 0229 318959 P8.pdf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +15.30/-17.00 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 Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation foT FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174, 3 5120 610O100 #0230 9" Max heigdiateht.Max section height 21'. Glazing iavailable top Limits of Use Installation Instructions FL9174 Rll II 0230 318960 P10.Ddf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: Yes FL9174 Rli II WDJambSupplementP16 s.vdf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +25.90/-28.80 Created by Independent Third Party: Yes Other. Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Re 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 5120 / 6100 / 9100 #0231 16' Max width. 81-9" Max height. Max section height 21". Solid only 9174.4 no glazing available. Limits of Use Installation Instructions Ft RI II 0231 318996 P5.odf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: Yes F19174 R11 II WD3ambSupolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +30.00/-33.50 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.odf replacement door. FL9174 Rll AE Eval Reot 9100 rl s.Ddf 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 Installation Instructions FL9174 R11 II 0234 319022 P5.pdf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.1)df Impact Resistant: Yes FL9174 Rll II WD3ambSuoolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: L. 4_,_,.. i i, —Ai mFlr ririnhiiilrlino nro/nr/nr Ann (it[.aSDX?oaram=wGEVXQwtDqufl... 11/30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports F1 9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Ril AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.E 5120 6100 910O235 16' max width.Maxsection height 21". GlazingMaxheigableate Limits of Use Installation Instructions FL9174 Rll II 0235 319023 P6.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.odf Chart P10.odf Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 Ril II Track Suoolement FL9174 Rll II WDJambSuoplementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51731 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100.rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' 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 Installation Instructions FL9174 Rli II 0232 318999 P5.odf Approved for use outside HVHZ: Yes FL9174 Ril II Track Supplement Chart P10.odf FL9174 Ril II WDJambSuoolementP16 s.odfImpactResistant: No Design Pressure: +12.40/-13.80 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 FL9174 Rll AE ASTM A 653.odfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEEvalRe9100 rl s.odf replacement door. FL9174 Rll AE A 09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174,g 5120 / 9100 #0233 x idth. 8'-9" Max height. Max section height 21". GlazingavaiMla'blewin top or, intermediate section. Limits of Use Installation Instructions FL9174 Rli II 0233 319000 PS.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf s.odf Impact Resistant: No F19174 R11 II WDJambSuoolementPl6 Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +18.50/-20.70 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 Rli AE ASTM A 653.odf FL9174 Rll AE Eval Re 9100 rl s.odf replacement door. FL9174 Ril AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf 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 Installation Instructions FL9174 Rll II 023E 319024 P6.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Ril II 31904D PI Post.odf Impact Resistant: Yes FL9174 RIII Track Suoolement Chart P10.odf A 9174 R11 II WDJambSuoolementP16 s.odfDesignPressure: +30.ODJ 33.50 Verified By: John E. Scates P.E. FLORIDA PE 51731Other: Created by Independent Third Party: Yes Evaluation Reports R11 AE ASTM A 653.odfFL9174 FL9174 R11 AE Eval Reot 9100 rl s.odf F19174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 91000237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0237 319025 P6.odApprovedforuseinHVHZ: Nof Approved for use outside HVHZ: Yes FL9174 Ril II 319040 P1 Post.odf F1 9174 R11 II Track Supplement Chart P10.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51161Other: Created by Independent Third Party: Yes Evaluation Reports F1 9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odP FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.11 rt/nr/nr ann riti acnx7narnm=wGEVXOwtD0uf1... 11/30/2017 Florida Building Code Online Page 4 of 6 0/96005120/5140/6100/9100/940' 9Max 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 FL9174 R11 II 0600 319026 P4.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.pdf Design Pressure: +26.90/-30.80 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 F -9174 Rll AE ASTM A 653.12df replacement door. FL9174 Rll AE Eval Rent 9100 rl s.Ddf F1 9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174. 12 5120/5140/610rF74 x width. 10' Max height. Max section height 24" Glazing 0601able in top or intermediate section. Limits of Use allation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ74 R11 II 0601 319027 P4.Ddf Rii II Track Supplement Chart P10.DdImpact Resistant: Yes 74 Rll II WDJambSuoolementPl6 s.Ddf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s off F19174 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 Approved for use in HVHZ: No Installation Instructions FL9174 Rll II 0602 319028 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: No F1.9174 Rll II WDJambSuoolementP16 s.pdf Design Pressure: +15.30/-17.00 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 A 9174 RI AE ASTM A 653.Ddf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 R11 AE F1.09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174. 14 00/9100/940D/9600 060 3 0' Max height. Max section height 24". Glazing 16' Ma intop availaborintermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0603 319029 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupDleme0tP16 s.pdf Design Pressure: +23.00/-25.00 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 Reot 9100 rl s pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174. 15 512015140/6100/9100/9400/9600 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 FL9174 R11 II 0604 319030 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WD3ambSuoolementP16 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 ri s.Ddf FL9174 R11 AE F1.09174 r9 Affirmation for FBC 5th 2014s.pdf 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 Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.1)df Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No F1.9174 Rll II WDJambSuoolementP16 s.Ddf Design Pressure: +15.30/-17.00 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 1_ 1-_ 1 i.._.. nrn/nr/nr ann f*1 acny?narAm=wGEVXOwtDaufl... 11/30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a Evaluation Reports FL9174 R1I AE ASTM A 6S3.12df replacement door. FL9174 Rll AE Eval Rent 9100 rl s odf FL9174 R11 AE FL09174 r9 Affrmation for FBC Sth 2014s.gdf. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width.Maxsection height 24" Glazinghurled 0606 ate n. able or intermediate Limits of Use Installation Instructions FL9174 Rll II 0606 319032 P6 pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.odf Impact Resistant: No FL9174 Rll II Track SuoDlement Chart PSO.odf FL9174 R11 II WDJambSuoolementPl6 s.pdfDesignPressure: +30.00/-33.50 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 R ports 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.Ddf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max Sectionight 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 Rll II 0609 319035 P5.12df Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 POst.pdf FL9174 R11 II Track Supplement Chart P10.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf F19174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE F109174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 Max width.'-9" Max height.Max section height 21". Glazing a18' ermediatevailable Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 Rll II 0608 319034 P4.odf Approved for use outside HVHZ: Yes FL9174 Rll IITrack Supplement Chart PIO.odf FL9174 RSS II WDJambSuoQIementPl6 s.Odf ImpactResistant: No 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 653.1)df replacement door. FL9174 R11 AE Eval Re 9100 rl s.Ddf F1. 9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174. 20 S140/9400/9600 #0607 Max section height 21". Glazing 16' Max '-9int Maxheight. able top Limits of Use Installation Instructions FL9174 Rll II 0607 319033 PS.odf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart PSO.pdf Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 DesignPressure: +25.90/-28.80 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.odf replacement door. FL9174 R11 AE Eval Pept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 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 WEED 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If theyhaveone. The emalts provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address Fs.wcan a click be here available to the public To determine if you are a licensee under Chapter Product Approval Accepts: 0 ® -i rlt ncnv7naram= wC;FVYnWtnrnlfl... 11 /30/2017 Florida Building Code Online Page 1 of 1 BCIS Home Log In User Registration i Hot Topics i Submit Surcharge i Stats & Facts Publications ; FBC Staff 1 BCIS Site Map i Links I Search 7odda p Product Approval USER: Public User C'=:'ice 'rr:al`o Product Approval Menu > Product or Application Search > Application List xs== Refine SearchSearchCriteria Code Version 2014 FL# 14039 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 Results Applications FL# Type Manufacturer Validated By Status FL14039-R2 Revision Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124 History Subcategory: Single Hung APProveg oy uorrc. nPPwVo ur -1 o 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.497.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the.public To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: M ® cClKik Credit Card Sate r ti_-- 3_L.._l_l:.. _ v/ r/ r lr+ ncnv 11/29/2017 Florida Building Code Online Page 1 of 2 rr 1 BCIS Home Log In User Registration i Hot Topics I Submit surcharge i Stats & Facts ; Publications FBC Staff BCIS Site Map ; Links Search Florida Product ApprovaldrUSER: Public User Product Approval Menu > Product or Application 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 X. 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 200S Jt-I ,r,. r,r r„—.(:F\/X(l nit(1nfiC; 11 /7.9/2017 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.odf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.odf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.Ddf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.odf other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-Rl.Ddf FL14039 R2 C CAC NI010367.03-RI.odf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGWO29 SS.Ddf FL14039 R2 II PGW030 AT.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.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 youre-mailaddress 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: MEM W ® R 0 Credit Card Safe 1.+ 1 /..,,., flnrir4nkitilriincy pro/nr/nr ann ritl _acnx?naram=wGEVXOwtDatG... 11 /29/2017 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# 14253 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 FL14253-R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Fixed Y. 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(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: ECNrsk 11 Credft Card Safe titisurll\f'm OZI 1, https://www.ftoridabuilding.org/pr/pr_app_tst.aspx 11 /29/2017 I Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration ; Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff BCLS Site Map Links Search Florida y t r Product Approval USER: Public User Product Approval Menu > Product or Apoliation Search > Application List > Application Detail FL # FL14253-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 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 Fixed Compliance Method Certification Mark or listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2-97 1997 Equivalence of Product Standards Certified By GI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0No ON/A FL14253 R3 COC SA14253 SS 2015-04-10.Ddf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 Af-1 rnv7nnram-tniC;FVYOwfDntID_-. 11 /2.9/2017 Florida Building Code Online Page 2 of 3 Date Validated OS/06/2015 Date Pending FBC Approval Date Approved 05/16/2015 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14253.1 . 4701FL Fixed Window Builder Series 4701FL Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI008098-R4.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGWO50-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.Ddf Created by Independent Third Party: Yes 142S3.2 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-R5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +501-50 Installation Instructions Other: FL14253 R3 II PGW047-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.odf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006189-RS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL14253 R3 II PGW049-Rl SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2900 SS.Ddf Created by Independent Third Party: Yes 14253.4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use.in HVHZ: No FL14253 R3 C CAC NI006468-R5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +40/-40 Installation Instructions Other: FL14253 R3 II PGW048-RS SS.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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" = ® EL`FccF 0 . 1 /'?Q /,)nl7 i Florida Building Code Online Page 1 of 1 Siongul 1.1 ` a — tla Florida Product Approval cn I USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15264 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 Resuits Rppucauuuo FL# Tyoe Manufacturer Validated By Status FL15264- R1 Revision Ply Gem Windows Category: Windows Locke Bowden 334) 300-1800 Approved History Subcategory: Mullions Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an A)VEEO 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please dick here . Product Approval Accepts: cCheci 0 CredCard Safe a curttc, trrRrc httDS://WWW. floridabuildinR.or /pr/pr_app_lst.aspx 11/29/2017 t Florida Building Code Online Page 1 of 2 7. e fCA' .y +L E-r,•.'{'rM'''.S.a,,_: r ``E" L ? -t , 4 b ,l' aSQ "'icTC'•A r n uta[oyra YY .o-+Y`}«,;"`},: e a a—• 7. E r.. _ aide .SdPF,LSE%C9 __. Or* Product Approval USER: Public User Product Approval Menu > Productor Aoolication Search > ADolication List > Application Detail FL # FL15264-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 R 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 Chi Validation Checklist - Hardcopy Received Certificate of Independence FL15264 R1 COI COI PLY GEM SS 2015-02-19.odf 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 kf+- r,c• / /%Antw fir)ri(iAhijildino.org/or/Dr app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date'Pehding FBC Approval Date Approved Date Revised Summary of Products 02/19/2015 02/24/2015 03/01/2015 04/15/2015 10/12/2017 FL # Model, Number or Name Description 15264.1 Series 4700 Hn Aluminum Mullions Limits of Use Installation Instructions FL15264 RI II PGW130 SS 7015-01-02.12dfApprovedforuseinHVHZ: No 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 Other: This product does not require an impact protective Evaluation Reports 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 F1 15264 R1 II PGW131 SS 2015-01-02.DdfApprovedforuseinHVHZ: No 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 Other: This product does not require an impact protective Evaluation Reports FL15264 R1 AE PER3065 SS 2015-01-02.12df for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes system 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. 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *PursuanttoSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can beclick made available to the public. To determine if you are a licensee under Chapter 455, Product Approval Accepts: MEMO = ® Credit= • Safe 7curi \'R[ETlL1C''' i /,.,,., flnriAmkililrlinct nrc;/nr/nr ann rit.1-aSbx?oaram=wGEVXQwtDgV3... 11/29/2017 Florida Building Code Online Page 1 of 1 i Florida - rrUU• Product Approval USER: Public user ttptc'k.F.1C 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 Search Results A on FL# Type Manufacturer Validated By Status FL12194-RS Revision Aluminum Coils, Inc. Category: Panel Walls Locke Bowden 334) 300-1800 Approved History Subcategory: Soffits onr ...n r.., rno r^r.,,r„iccinn if necessa rv. Approve..Y Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAIEEO 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. 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 add ess whichchscIcae be made available to the public. To determine if you are a licensee under Chapter 455, F. Product Approval Accepts: M gig Credit= • Safe g- ecurtt tEt xtc a https:// www.f[oridabuilding-org/pr/pr-app—Lst.aspx 11/29/2017 Florida Building Code Online Page 1 of 2 R gsine & P s on e, Gila rx t_`" dt rsuxs .cam Flodda s ; } Product Approval 4 iar USER: Public User Product Aooroval Menu > Product or An FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email lication Search > Aoolication List > Application Detail FL12194- R5 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street. Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Gareth Rahman grahman@aluminumcoilsinc. com Paul Frost S001 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 r 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 2 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 httDS:// www.ftoridabuilding.org/pr/pr_app_dtL.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Installation Instructions FL12194 R5 II ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: 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.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: kc CreditCard Safe security SETRIC' https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 T Florida Building Code Online Page 1 of 1 Pro a l Re ala dbL0!!r%r a l0 Product ApprovalUSER: Public User CS_ru:-rn—_,sv Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory AI -I 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 Results Applications FL# Tvpe Manufacturer Validated By Status FL5444-R11 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Asphalt Shingles n" ___ r'n—iccinn if nPrecca N. 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: M mg httDS://www.ftoridabui[dinR.org/pr/pr—app—tst.aspx 11/29/2017 Florida Building Code Online Page 1 of 2 fit'°"" 3;i _,,. . ; 1• G.' ate. ,r' F(orda d V• Product Approval USER: Public User rc Product ADoroval Menu > Product or ADDlicadon Search > Application List > Application Detail FL5444-R11 y'°• 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 Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 1935S 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 PJ 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 WI Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R11 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 L,"...-.,I—AA.,-Flnririnhiiilrlincl nro/nr/nr ann dtL.aSnx?oaram=wGEVXQwtDgta... 11/29/2017 IV, Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 Cnmm of Products 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 FL5444 R11 II 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Shingle FL5444-Ri1.Ddf 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-R11.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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. 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 addressddPsS.which can be click made available to the public. To determine if you are a licensee under Chapter 455, here . Product Approval Accepts: cL`f c Credit• Safe SL'CU71i\ .11ETf[ICS hi-tnc• / /vjww finrir.;hi01ding.org/or/or app dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017 0 Florida Building Code Online Page 1 of 1 1 Viti - P pro wik-on r Florida 0 usoRduPctAPpr oval y Rctf' ter: 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 M _ ll....l, JUG l n FL# PF' Type 0 -..... Manufacturer Validated By Status FL15216- R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Underlayments Approved by DBPP- Approvals by DBPK shall oe reviewed and mulled dy C Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: E Credit= • Ife r dLcurlt% m, Tkus;F! httDs: // www.floridabui[ding.org/pr/pr_app_lst.aspx 11/29/2017 Florida Building Code Online Page 1 of 2 l Al BQS Home ? Log In User Registration i Hot Topics Submit Surcharge Stats & Facts ; Publications ; FBC Staff BCIS Site Map i Links Search Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aooliation List > Application Detail y,« FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived II Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE E Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 2015 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 httns-//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products FL # Model, Number or Name Description . 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes Back Neat 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cred-It Card Safe httos://www.ftoridabuitding.org/pr/pr_app_dtL.aspx?param=wGEVXQwtDgv3... 11 /29/2017 ri Florida Building. Code Online Page 1 of 1 u# WII BQS Home Log In i User Registration ; Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff k BCIS Site Map Links Search Florida i Product Approval n USER: Public User Product Aooroval Menu > Product or Application Search > Application List Refine Search Search criteria 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 ALL Search Results FL# A Tvoe lications Manufacturer Validated By Status FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, Approved R1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the PE 717) 317-8454 Histo Roofing System r,....m inn if narnecarv. Approved by DBYR. APProva- oy uorrt -o 1 -1..._ - --.._- -, _..- . 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be ode available to the public To determine if you are a licensee under Chapter 455, plea Product Approval Accepts: MM ® Edlcc6 Cfedil. Card safle R i i........, nret/nr/nr ann left-aenx 11/30/2017 A Florida Building Code Online Page 1 of 2 lit— Business 8' Professional egulatronb ` _ -- sat arias =s _Y. H.t Topics submit Surcharge stts Facts Publications FBC Staff Bcjs site Map Unks Search Florida product ApprovalrUSER: Public User vn: ac<ru,rc: Aoolication iit > Application Detail ProductAoorovalMenu > Produd or Aoolicatlon Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method FL16568- R1 Revision 2014 Approved MILLENNIUM METALS INC. 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol. com James Buckner jimmy@cbuckinc. net Tonya Steele 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@rnmi2000. net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE EZ 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 coLLal±Qaaka&dff 1709. 2 t.._ t -I-.— — _-- /-- /— 4+-1 ocnv7nnrnm-vii;FVYr)wt )nvn_ _ _ 11 /30/2017 Florida Building Code Online Page 2 of 2 I Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL # Model, Number or Name Description 16568.1 1MMI-2" Off Ridge Vent Steelshingle roofssinalmechanically attached o Plywood Deck. 4'Nominal Lengths Limits of Use Installation Instructions FL16568 R1 II 01 MMI-2 OffRidgeVent-ASTME330- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Steel EVALREPORT.odf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports FL16568 RI AE 01 MMI-2 Ofr'RidgeVent-ASTME330- instructions as a supplemental guide. Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent shingle roofs mechanically attached to Detachable Baffle for to PlywthoodDek4', 6', 8', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Installation Instructions FL16568 R1 II 02 MMI-2B OffRidgeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: N/A 31242DesignPressure: N/A Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports F1 16568 RI AE 02 MMI-2B OffRidgeVent-TASinstructionsasasupplementalguide. 100 EVALREPORT.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 5tatement 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emladdress which can be click here available to the public. To determine if you are a licensee under Chapter 455, Product Approval Accepts: mmm eCha Credit Card Safe r 11 . , r ., I— ____ ,_._,_.- _-- A 1 .., . ,r„_..,r_t vYn,+n„"r, 11 r" n1?n17 f Florida Building Code Online Page 1 of 1 F.611-1) BCIs Home Log In i .User Registration I Hot Topics i Submit Surcharge Stats & Facts Publications 1 FBC Staff E BCIS Site Map ; Links j Search Florida do r jj i ) Product Approval 3!- USER: Public User 7' 7 Product Approval Menu > Product or Aoolication Search > Application List r ~ V. 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 - Applications FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 17867 ALL ALL ALL ALL ALL ALL ALL Validated By Status FL# Tvpe Manufacturer Thuy H Huynh Approved FL17867 New Lott's Concrete Products (813) 645-0166 Category: Structural Components Subcategory: Products Introduced as a Result of New Technology I __a ^,«;r — rr,o Pnr and/or the commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Pdvacv 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish tosupplyapersonaladdress, please provide the Department with an mail addressdss which can dick made available to the public. To determine if you are a licensee under Chapter plea Product Approval Accepts: W ® F.'a M CreditSafe cccuritvalrrxlrs i i,., nif -Flnririnhiiilriino nro/nr/nr ADD lst.aSDX 11/29/2017 i Florida Building Code Online Page 1 of 2 t •_ 'a' .1• YY+F `u .,. , n`h 'MC : ;F j tNPi.r.. s,i. Sri tLyiM iBAfr.R , gpig _•+ r"! . .. Il , •-`. BCIS Home ;Log In j User Registration Hot Topics ; Submit Surcharge Stats & Facts Publications ; FBC Staff JBCIS Site Map Links 1 Search a b l.' r Product Approval 3uc USER: Public User Gig.--sr i:sr^s Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL17867-ROFL. 7;.+ Application Type New Code Version 2014 Application Status Approved Comments Archived 171 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 Chi 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 2 Validation Checklist - Hardcopy Received Certificate of Independence FL17867 RO COI Letter of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ACI318 2011 ACI 530 2011 ASTM A416 2006 ASTM A615 2009 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 a o....7-1. FL # Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use . Installation Instructions FL17867 RO II Installation Instructions.odfApprovedforuseinHVHZ: No 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 FL17867 RO AE Sin Lintel Load Tables.Ddf Other: FL17867 RO AE Letter of Evaluation.Ddf F1,17867 RO AE Quality Control Manual.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 glair 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. 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 whcan be ichmade available to the public To determine if you are a licensee under Chapter 455, Product Approval Accepts: cthec- e• • safe securit tii Tfucs https:// www.floridabuiIding.org%pr/pr_app_dtLaspx?param=wGEVXQwtDgt2... 11 /29/2017 E 0I IA f , P rrr •'rTomorrow'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 Soiutions,.lnc. — CA No. 26300 — (Mail): Po Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 3521588 — 5311 Fx: 3521588 — 5411 Web: www.florida-enqiheer.com Speetalty Structural Englneerinq 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 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wnnd 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 Contents: Evaluation Report Pages 1— 7 No31242 LIJ 0 STATE OF .` i •'•.FCQRIDP .' 1111111V11\\ Digitally 5igned by!Jamea 1. Buckner. P.E CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net 2015.03.02 10:57:51-05'00' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Engineering Report No.':,15-104-MM-2B-0RV-ER_14 CBUCKPage 2 of 7 SpPc-idlf y StfLJCtUrdl L-_ncjirw-L-rinq Manufacturer: Millennium Metals, Inc. CBUCK, Inc. Certificate of Authorization YdUb4 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-2B" 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: e 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 C CK Engineeri Page No - 3 of 7 MM 2B-ORV-ER_14. SpeGahj Structural Engineering CBUCK, Inc. Certificate of Authorization #tfU64 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 and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule' 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. e 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 ng, Report No.: 15-104-MM-2B-ORV-ER_14 Page 4 of Sp Cjc!)"jj Sf rl.J(- tLirai Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-26" 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: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: 24" 4-1/2" 2',4,6',8'and10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 gineerim Page rtNO.: 5 of 7 is- 2B-ORV-ER_14 CBUCK En Spe - lalty Structural Englne2ering 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 lames L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 engineering Report No.: 15-104-MM-28-ORV-ER_14 C CN Page 6 of 7 CBUCK, Inc. Certificate of Authorization 9dUb4 Specialty Structural Engineering Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 Profile Drawings r 1117" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Off Detachable Baffle 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 Re po rt , N o.: 15-104-M M-2 B-o RV-ER_14 Page 7 of 7 SpQcldtty Structural CngineE-rinq -- - -- 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) L1 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. ftod Screws Top Plan View (Not To Scole) Typical Fastening Pattern) Nominal Lengths 4 Ft. dab\ ^\ see 6 Ft. t sl , • \\ 8 Ft. r10 Fjt y Detachable Baffle y j Two piece system that slides into lower flange of vent and secured with fasteners y ' • 7r.. spaced 4' o.c. Typical Fastener(s) 24' -11 Gauge Ring Shank Roofing Nail OR 9 g g 0 min. Wood Screws Typical Ridge Vent Assembly isometric View (Not To Scale) 10200 Eastport Road Jacksonville, F132218 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 I-1. EVRORTANT 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 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 Len th Net Free Area (s4 in) Cut Out Size 4° 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 81 235 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 be ASTMF1667 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 Abaninrmi is o,11y aj, fU ble v!M ddtadwble baffle due to Fl rlda ProdudApproval. Page 1 60 -e- tzo.r Jooz THERMA TRU DOORS 1 1 e INDUNTRIAL DR.., ED.00RTON. DH 4351 7 Smooth -Star" and 'Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on detalls. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturers installation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but In no Instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff"material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures S general notes . 2 Buck anchoring 3 Frame anchoring 4 From anchoring 6 bill of materials 5 Horizontal 6 vertical cross sections 6 Vertical cross sections 105.50' MAX. OVERALL FRAME WIDTH 1 2 3 5 5 5 K YA VA KA 4 I I I 1 I I I I I I O m $ I 'I L I I L' I DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 55.0 -55.0 68.50"MAIIX.. TMTMOVERALLWIDTH 1 2 3 5 5 5 SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE 40.0 -40.0 3MAX. OVERALL III OVERALL74, 50" MAX. OVERALL WiDTH 53. 00" MAX. OVERALL WIDTH WIDTH I 1 2 3 1 2 3 5 5 5 I5-- 71 Ij-. -71 5E 4 U 5 I I I I I I I I I I I I 4 O.H. 5 I I I I I I I 1 4 I; I 1 1 1 I O w 25 I 1, II II e I I I I 5 O.H. I I 1 I I I' I I I I I I I I I' ' I I' I I I I 5 I I I I I I I I I I I I II II, y I, I I, II I, ,1 I, It' 3r Il -1I I I Ii J 4 6 5 6 6 6 4 5 6 1 2 3 4 5 6 6 6 6 6 6 6 6 6 6 SINGLE X MAX DESIGN PRESSURE DOUBLE XX SINGLE W/SIDELITE OX 67. 0 67.0 MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55. 0 -55:0 40.0 -40.0 LOCK HARD WARE MFG i SERIES KWIKSk451GNATURE SERIES IATCN KIN10ETSIGNATURE SERIES 780 DEADROLT U7 1 T 0 U ZO z WZo N Z z aD DATE: 2121112 z" SSE: N.T.S. 9 DWG. en JK m' DHK. M. LFS 3 DRAWING NO, FL- 15225.5-68 " 0 SHEET I DF 6 N R 4" 4' 4" 0 006, I k MULLION MULLION MASONRY MASONRY 4 11 SHOWN FOR MASONRY 4 SHOWN FOR a 2 Z* 7 -7- -7 " iftly, - M: OPENING TYP. HEAD OPENING TYP REFERENCE OPENING TYP. REFERENCE 0 0 z , J JAMBSHEAD G` HEAD I 1 0 JAMBS & JAMBS U 3 C; 0 Q- X --, a, 2X BUCK —/ 2X BUCK —/ Z62XBUCK—/ E LdUIIIII I MULLION d I I SHOWN FOR II d II REFERENCE Ci II II II II II II o z Gr LDSINGLEDOORSINGLEW/SIDELITE SINGLE W/SIDELITES LUZ . 23 GDBUCKANCHORINGBUCKANCHORINGBUCKANCHORING < GO 0 4- 4" 4" 8 II II II IIMASONRY_7.- 4 TYP. HEAD 4 MULLION II SHOWN FOR I MULLION OPENING TYP. II REFERENCE II SHOWN FOR II JAMBS u ASTRAGAL HEAD II REFERENCE II NOTES: II SHOWN FOR JAMBS I. ZX buck min. S.G. k 0.55. 2X BUCK — REFERENCE 2X/— II BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. I ASTRAGALedgedistancetomortarloints. II I 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 0 6 SHOWN FOR 01 C3 maintain the min. edge distance to mortorJoints, additional concrete anchors REFERENCE I I may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: I,, . . . . . . . .. .... . . ANCIM M % . . WARANWAlaxt"AASM za................ lypg Vu.- MA30 NRY. TO*ADMCEff...-'. A NMV M Irw TAPCONO 4" ELCO ULTRACONO 1/4" 1-1/4" 4" II II II II DOUBLE DOOR DOUBLE W/SIDELITES BUCK ANCHORING MASONRYJ OPENING BUCK ANCHORING DATE 2121112 zo SCALE: N.T.S. DWO. BY: JK M BY: LFS DRAWING NO.: M FL— 15225.5-68 0 3HEEr _2_ 0F_6 D„ "E„ 3.,F'-3„ I I I I I I I I I lie MULLION SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION 9 W/1X BUCK INSTALLATION 0 TYP. HEAD & JAMBS C„ "D„ E” VIEW "C"-"C" SINGLE DOOR W/SIDELITES of IN PAIRS 30 TYP. TYP. 3„ O !-- N LU W N LZowW12 > * O N N N 4 U O jO J SEE In w DETAIL "4" o SEEVi a DETAIL N 1 6QLJ H VIEW "E"-"E' VIEW "D"-"D" SHOWN W/ OPTIONAL CORRNGATm FASTENERS, REM 130 (TYP. ALL SIDEUTE TO DOOR JAMB CONNECTIONS, SIDELITE NOTES: I . The sidelite Is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5", 31", 48.5" S 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite Is direct set into the jamb with (4) 7/6"X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to malntaln 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: iHf:t1V:....f;....f;A.N.C`t:....M..IV N.`..: MN M::::: EDGb:::::6AN.C:HOR:>:`.?;::;: ITW TAPCON® 1/4" 1-1/4" 2" 4" ITW TAPCON® 3/16" 1.1/4" 3" 1.1/v A., 3 " 7" I 731,16 L N d I II I I I III MULLION SHOWN FOR 6E S REFERENCE A W/2X BUCK INSTALLATION d 9 W/1X BUCK INSTALLATION U TYP. HEAD & JAMBS O U) 12 iiii 5 Y-11 ramB, A„ ` J a mlj. ndJ . ufAi a, m c o C 0 Z W/2X BUCK INSTALLATION E w m " 0 9 0 ti 0 W/1X BUCK - N d m a a INSTALLATION rn a TYP. HEAD & JAMBS QQ Ni a O7 o z 16 SEE DETAIL "I " o I o 5 _ n y 52 J D„ ,A„ „B" ,A" SINGLE DOOR WISIDELITE VIEW "B"-"B" SINGLE DOOR 8 DETAIL "6" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C 1 DETAIL ' 1 " W/2X BUCK 2INSTALLATION W/1X BUCK 11 INSTALLATION DETAIL "2" VIEW "A" -"A" 8 C1 1 DETAIL 'T SCALE: N.T.S. DWG. BY: JK DHK. BY: LFS RAWING NO.: FL-15225.5-68 SHEET 3 OF 6 4 L Lit 3" 3" 3 I_ 11 II I II I I II SEE NOTE 311 II _ SHEET 3 II SEE DETAIL "J" II I ASTRAGAL II MULLION SHOWN FOR I SHOWN FOR REFERENCE II REFERENCE ONLY 11 16 II 765 II 16 12 I 5 IILKIIII 1C" „E" VIEW "C"-"C" DOUBLE DOOR W/SIDELITES INngN PAIRS a; TYP 3" W/2X BUCK INSTALLATION INSTALLATION W/1X BUCK w TYP. HEAD a In JAMBS 1 A" 3" 6„ O SEE DETAIL I W/2x BUCK q ^ w 3 IINSTALLATION z — W/1X BUCK s o ASTRAGAL INSTALLATION 4 d iv SHOWN FOR IITYP. HEAD & - p REFERENCE I JAMBS _ ONLY II it DETAIL SEE N o II SEE S12 w 76 II 16 DETAIL Ng o\ II 1•. 5 II 5 II LL v VIEW "E"'-"E" DOUBLE DOOR SHOWN W/ OPTIONAL CORRUGATED FASTENERS, ITEM 130 (nP. ALL SIDEU7E TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 7 C Material STEEL 1 STEEL STEEL DETAIL "1' Item DESCRIPTION A 10 x 2-1 2 PFH WOOD SCREW B 10 X 1-3 4 PFH WOOD SCREW C 10 X 1 PFH WOOD SCREW 1 10 x 3 4 LG. PFH WOOD SCREW (Hinge to Frame STEEL 2 10 x 2"' LG. PFH WOOD SCREW STEEL 3 S x 2-1 2 LG. PFH WOOD SCREW STEEL 4 7 4" x 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4'" ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-7 4"ITW PFH CONCRETE SCREW STEEL 12 1 4"" x 3-1 4' ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL B 1 C 1 DETAIL "4" A" o a N ' D noN Q r; 0 0 x Eg 9m wg' Q 0A pt aoPiawmaa J D LL D E ez 0. 3`D: I VIEW "A" —'A" W/2X BUCK INSTALLATION 3 0 W/1X BUCK 17 INSTALLATION DETAIL '"3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DATE: 2121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15225.5-68 SHEET 4 OF 6 1 X BUCK w w a 9 f N = INTERIOR EXTERIOR 1 HEAD JAMB 5 To lxsub-buck Inswing shown z G7 A Y N = Z o1125TEOj INTERIOR EXTERIOR 2 HEAD JAMB 5 To wood frame Inswing shown 2X BUCK INTERIOR 4 A EXTERIOR 25" MAX. SHIM SPACE 1.15' MIN. 1,25' MIN. EMB. EMB. TYP. 4 VERTICAL SIDE JAMB 5 To 2x sub -buck Inswing shown 2X BUCK INTERIOR 3 HEAD JAMB 5 To 2xsub-buck Inswing shown INTERIOR EXTERIOR 0.15" MIN. C-SINK 0.25' MAX. SHIM SPACE 1.15' MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood frame Inswing shown Y' p .c ' ro Yrl ro iC111```` F z O'd mo g uw 9d`oaNaN m `. l` V a a w 0 E 0 2 I w o Q i 0n' e 0 2 Z _ c DAB: 2 21/12 SCALE: N.T.S. DWG. BY: JK CHN. BY: LFS i DRAWING NO.: D FL-15225.5-68 SHEET 5 Of F INTERIOR EXTERIOR 2! 7 VERTICAL CROSS SECTION Inswing configuration INTERIOR r11111,111ZA EXTERIOR z 16 s 4 1 VERTICAL CROSS SECTION 6 Inswing configuration 2 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR INTERIOR Z cL: 5 VERTICAL CROSS SECTION Outswing configuration INTERIOR EXTERIOR Ny VERTICAL CROSS SECTION3 lil/ EXTERIOR zd INTERIOR N A U z 2 w o U "I .. , 0 Z* z 0 L) oR Na W 5 c; 0 12D!t d c]ti 0 O VERTICAL CROSS SECTION Outswing configuratjo;, SCALE: N.T.S. DWG 13Y JK CHK. BY: LFS DRAWING NO.: FL— 15225.5-68 SHEET 6 OF 6 THERMA TRU DOORS 1 10 IN13UBTRIAL DH.., EDGERMN, OH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105.50" MAX. OVERALL FRAME WIDTH 1 2 3 5 5 5 II II 4 4 71 II II II 11 II II I I I I I I I I 11 II 4 i w 5 1.1 II II II ii ii II ,I I, ,1 I I I I 11 I I 11==1 Ir II I I II It I I I I I I I I g1C__1 II II II 11 5 ii ii i4=7,A rl O 14 '4 t IUI 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida B'ulding Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation.instructions of ANSI/AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEEP f DESCRIPTION 1 Typical elevations, design pressures !< general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring d UK of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections s s s s s s s \s 6 s s s DOUBLE W/SIDELITES OXXO SINGLE W/SIDEUTES OXO MAX DESIGN PRESSURE LOCK HARDWAREMFG a SERIES MAX DESIGN PRESSURE 47.0 -47.0 KN9KSETSIGNATURE SERIES LATCH +40.0 -40.0 KWIKSET SIGNATURE SERIES 780 DEADROLT 37. 50- MAX. OVERALL 74.517' MAX. OVERALL WIDTH 53.00" MAX. WIDTH OVERALL WIDTH 5 5 5 5 5 5 5 5 57 5 i 1 5 ZK li it li it S2 r,-- ZA KV: fix it li it I I I I 1 1 I i ILr SINGLE X MAX DESIGN PRESSURE 67. 0 -67.0 rr " b L Lrr_=Y1 I ly_{I 1 ,I I}L__11 n n IT YI IT-YI II 11 II II II IT- YI IY'TI II II II II ii ii li . II II II j== 14--T II II II 11 II 11 II II IIIIIII I I I I I I I I I I I I I I I I 1 1 I I I I II II II II I I 1 1 I I I I I I I I I I I I I I I I I I I I Jr I l I I I I I H I j l I I I I I 1 I IL. II I 11 5 11 11 Ct' rIY-- 5-7' it II II II I I 11 11 11 11 II II II wmmYrYY 11 II 11 II 11 I I I I I I II II II 11 5 li II II It it LI I I, II 1, I I I 1 II II 11 II II I I II II II II II II LJ_{I 1}A, II I I I I I I II II II II 11, _, 1 Ii_11 I -I II II Ii I I II I I II I IIIDOUBLEXX SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE MAX DESIGNPRESSURE 47.0 -47. 0 +40.0 -40.0 r. b SCALE: N. T. S. G. BY. JK u HN, ar: LFS 3 RAVING NO.: FL- 15225.5- 80 ° E SHEET _L OF 6 A C MASONRY OPENING 2X BUCK SINGLE DOOR BUCK ANCHORING a, 4" II I k\ I I -MULLION MASONRY-7 II SHOWN FOR OPENING Typ. II REFERENCE HEAD II JAMBS C; II II II 2X BUCK -IIII II II II SINGLE W/SIDELITE BUCK ANCHORING MASONRY OPENING NOTES: 2X BUCK 1, 2X buck min. S.G. 2 0.55, CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 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: NCHdlt MWW.VUAAANCZ: ty. pj f.. AgbAUNf: aaACErtr 04,96.k. 1TW No 1/4" 1-1/4" 2" 4" TAPCO ELCO 1/4"4- ULTRACONe 4" MASONRY OPENING 2X BUCKnC3 4 41 1 _T 4 II II II II TYP. HEAD ItJAMBSII ASTRAGAL SHOWN FOR REFERENCE II II II it it II II II II II II DOUBLE DOOR BUCK ANCHORING 4" II II II II II II TYP II II HEAD JAMBS II II II II III MULLION SHOWN FOR II REFERENCE II II II II II II II II SINGLE W/SIDELITES BUCK ANCHORING 2X BUCK c6 4" 41 d a- 0 M0 0z O 1 0, 0d CZ lJ Ev I B II If II II II II II II II MULLION4 SHOWN FOR II MULLION TYP. II REFERENCE SHOWN FOR II HEAD i. REFERENCE II JAMBS II II II II II II II II II Ih ASTRAGAL II SHOWN FOR II II II II II II II I REFERENCE II II II II II II II II II II II II II MASONRY U002" Wz-SIDELITES OPENING BUCK ANCHORING 4" 7 DATE: 2121112 1z SCALE: N.T.S. Dwr. BY; JK CHK BY: LFS FWING 110 FL- 15225.5-80 SHEET _2OF 6 N0 3" I IIAII in MULLION of rIlitSHOWNFORIIII — REFERENCE n A W/2X BUCK INSTALLATION — n U Hl U o 9 W/1X BUCK INSTALLATION 1 3„-- wo = Za=LU3 N Ci A" err T MULLION jj SHOWN FOR n w REFERENCE z W 2X BUCK INSTALINSTAI I ATI(TNII I 1X BUCK INSTALLATION TYP. HEAD & JAMBS I its. HEAD JAMBS SEE DETAIL T_ 16 16 SEE — NOTE 1SEE 01; DETAIL 4" a U) N O L o= I 15" isU a N 16 119 16 5 N w o 12 IIIInn 5 p12 pn w`+ v 12 tin no n r — D„ „E" „C.. "D„ ,A„ VJEW " C"—"C" SINGLE DOOR WISIDELITES VIEW "E"—"E" VIEW 'b"—"D" SINGLE DOOR W/SIDELITE SHOWN W/ OPTIONAL CORRUGATED FASTENERS. rrEM PO(TYP. ALL SIDELITE/ HAR WDARE NOTES: SIDEuTE TO DOOR JAMB CONNECTIONS) 1. The sldelite Is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each 6 verticaijamb, from the top down at 13.5", 31", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set Into the jamb with (5) 7/6"X 1 C 1 3/4" i6 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports forspecific dimensions and design pressure ratings. CONCRETEANCHOR NOTES: 1 1. Concrete anchor locations at the corners may be adjusted to maintain the min. DETAIL "4" edge distance to mortar joints. 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. A A 3. Concrete anchor table: A' N:EN..O:R::i;:: 4:t1CH.Ok nit>r.tro...r r...+(r..c......... N..:......::::.e::>;:...: w1:..::::>> e::<:;:: o:.....,:;..,...,..,,.......,..::.:; R: N .. a..... TY rti:;: S1:Z MEN iO iNASONRy TO ADfACENT . ITw TAPCON® 1/4" 1-1/4" 2" 4" ITW 0 TAPCON 3/ 16" 1-1/4" 3" 1 1 A A 1 1 DETAIL " 1 " B„ TLC r6., I z . A,. 10N n 6 o oz 4- A W/2X BUCK 'I/f1I11 ` _ a no m z INSTALLATION9 W/1 X BUCK - SEE _ E i mx° _ INSTALLATION DETAIL Z. w JAMBS It. & "1 • rl rn m It a E CZ Vaw2„ a F` o fry A5H 3± ± O O K a a SINGLE DOOR VIEW "A" -';A' PTW 0 61 DETAIL ' T a 10 DETAIL " 2" SCALE: N.T.S. DWG. eY: JK CHK. BY: LFS DRAWING NO.: FL- 15225.5-80 SHEET 3 of 6 E,. 3” 3" 4 3 3"--1 I` 3„ I_ II II .I I II II INII SEE DETAIL IIII A IIII SEE SHEET T3 3 II III 9 II II MULLION SHOWN FOR REFERENCE ASTRAGAL SHOWN FOR I REFERENCE I - ONLY I — II II d A 16 IIKi 16 III05 II— E„ VIEW "C"—"C" DOUBLE DOOR W/SIDELITES W/2X BUCi INSTALLATIO W/iX B= INSTALLATIO TYP. HEAD JAMBS SEE DETAIL 4„ Lo W 7 w uj 30 n 3 3 w 711,111"W/2xBucKSEESEEDETAILNSTALLATION W/1 x BUCK DETAIL Q I II INSTALLATION II TYP. HEAD & JAMBS a 1 V El ASTRAGALS 1 o SHOWN FOR 0 o REFERENCE Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFH SCREW STEEL 11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 t 4" X 2-1/4" PFH ITN CONCRETE SCREW STEEL 20 HEADER JAMB PINE, SG >= 0.42 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL ONLY I Z — —uj , y II o = ` N +-' c u5.0Q o W I_ 16 II 16y y J c II _ _ m ¢o w W 5 I 5 c0 _—m m o as o DOUBLE DOOR B 1 C 1 DETAIL "4" A 1 A 1 DETAIL "I " a a m: r VIEW "A" —"A' SHOWN W/ OPTIONAL CORRUGATED m FASTENERS, ITEM 130 (TYP. ALL SIDERE TO DOOR JAMB CONNECTIONS) 11 0 1 DETAIL " ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. SCALE: N.T.S. DWG. BY: JK OHK. BY: LFS RAWING NO.: FL-15225.5-80 SHEET 4 OF 6 4 a I 1X BUCKY INTERIOR EXTERIOR HEAL) JAMB To 1x sub -buck Inswing shown 1.25' HEAD JAMB To wood frameInswinoshown EXTERIOR 25'MAX. SHIM SPACE LIS, MIN. 1.26'MIN. EMB, EMB. TYP. VERTICAL SIDE JAMB To 2x sub -buck InsWing shown z . 1 Em EXTERIOR INTERIOR EXTERIOR 9' BUCK U r A INTERIOR EXTERIOR HEAD JAMB 5 To 2x sub -buck Inswing shown inry 0. 15" MIN, C-SINK 0.25" MAX. SHIM SPACE 1.15'MIN. EMB. VERTICAL SIDE JAMB To wood frame Inswing shown A, AN Agornz U N .: Z 0 x 0Z' z '0 6 teacn 5 ' W 0: 6 E 5 z vC L4 SCALE N.T.S. DWG. BY,. JK CHK. Ery.. LFS DRAWING NO.: FL— 15225.5-80 SHEET _$_ OF_6_ INTERIOR EXTERIOR VERTICAL CROSS SECTION Inswing configurallon INTERIOR EXTERIOR 7 7 4 VERTICAL CROSS SECTION 6 Inswing configuration 3010MMIUMMUMMIRM VERTICAL CROSS SECTION Outswing configuration EXTERIOR INTERIM ONE/l/m, voll, , 0* X: VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR z EXTERIOR Z. 11,5,1 Zd ZO z 0zm C5 0 IfV), d 7 VERTICAL CROSS SECTION n GO C-) 0 0 122 EXTERIOR U r INTERIOR 7 Ic VERTICAL CROSS SECTION Outswing configuration DING. RY: JK I CHK. BY: LFS DRAWING NO, FL-15225.5-80 SHEET _6 OF _L SrT-"a 2 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±1/2INCH 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 1 114 INCH MINIMUM EMBEDMENT. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) 410 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD 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 IS 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) PLY GEM WINDOWS 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 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS 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 "X"AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL A INSTALLATION NOTES 2 ELEVATIONS A ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL 6 HORIZONTAL SECTIONS 5 4B12F VERTICAL 6 HORIZONTAL SECTIONS PRODUCT OVERALL SIZE 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 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' Orj PLYWINDOWS GEM 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-6346 FX: 540 84-6683 m N Z Z p m J a m O C, V= LL U F H a Q Q < wa W i m m d N o DWG #: PGW029 SHEET: q OF 5 UNIT MAX. UNIT MAX. WIDTH 53.00"' WIDTH 4B.00" --- MAX. D.L.O MAX. PLy GEMWIDTH49.44" WIDTH 44.31" , e B F 5 WINDOWS 3 4 B F 433 N. MAIN ST., PO BOX 559, 3 q ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484.6683 D D.L.O. MAX. K°^ D D.L.O. MAX. 3 HEIGHT 5 3 HEIGHT ram- m 33.25" ..0•. 45.56" p u 7t o UNIT UNIT SASH MAX. MAX. HEIGHT HEIGHT v=3 0 m a HEIGHT 35.88" 72.00" H 96.00" v z S LL 4 X 3 4 SHEIGHT ..X., 36.31" 3 4 5 v O Z i¢i Heza ¢ i m w o p_ M SASH F, SEE ANCHOR I WIDTH MAX.AX. 5 SEE ANCHOR SCHEDULE SCHEDULE m SASH MAX. WIDTH 46.25" ELEVATION ELEVATION O z SEE ANCHOR H O pSCHEDULE H H U Ww X•, SEE ANCHOR SCHEDULE p Z ANCHOR LAYOUT Lc F S F •• j ! co u m W m a:'__ 0 DWG #: PGW029 SHEET: 2 OF INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPELOCATIONIN.) 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 & IX WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW HEIGHT PERIMETER CAULK ( 1 BY OTHERS / SEE GLAZING-z EXTERIOR DETAIL VERTICAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR SEE GLAZING DETAILI 3 THREADS MIN. ENGAGEMENT, 2 1/2" MIN. EDGE DISTANCE #10 SELF -TAPPING SCREW INSTALLATION ANCHOR 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR INTERIOR O.A. WINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS ---------- MAX. SHIM SPACE EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS VERTICAL SECTION 3 SILL-1XWOOD/CONCRETE/MASONRY 4712 FLANGE 1/4" MAX. SHIM SPACE INTERIOR METAL STUD FRAMING \ II SEE GLAZING BY OTHERS k I DETAIL SHEATHING--" BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH HORIZONTAL SECTION l % JAMB -STEEL STUD FRAME 4712 FLANGE 1 1/4" MIN. EMBEDMENT 1/4 MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS INTERIOR IX WOOD BUCK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE SEE GLAZING J/ DETAIL . EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH HORIZONTAL SECTION JAMB - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE it GoM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m o Z#o g N n H r N 0 Z a m J a p ZUUaa¢ u 5 u own N Z m H H¢ a Qo+ L¢Z y "li Q a ¢^ F' w `O w ly o_ H 0 i 1. / y * PRp`` O m N1 mii,, w o M _ = u z m o u V) DWG #: PGW029 SHEET: 3 OF 5 O.A. WINDOW HEIGHT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 SEE GLAZING DETAILI i EXTERIOR O.A. WINDOW HEIGHT 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION I, HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1 INTERIOR 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS SHEATHING #8 SELF -TAPPING SCREW BY OTHERS 3THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION 4 SILL -PRECAST CONCRETE 4712 FIN 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW _ INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1 3 THREADS MIN. ENGAGEMENT SHEATHING-' - BY OTHERS EXTERIOR FINISH J ••• BY OTHERS PERIMETER CAULK O.A. BY OTHERS _ WINDOW -- WIDTH HORIZONTAL SECTION 4 JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR a) VERTICAL SECTION MEETING RAIL INTERIOR 4® PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 54OA84-6348 FX: 5401846663 J m F J ZNN¢ m s#v H Wp H 0 5EE GLAZING v= o n m a DETAIL m a p = m C V i N V 0 Z bizo+ m i-'w d mwIn a w wIxa d EXTERIOR T71Iwo INTERIOR o > r CooZNy Z o.6 of uz DWG #: PGW029 SHEET: 4 OF 5 1/4" MAX. SHIM SPACE 3 THREADS MIN. Il PLy GEMSHEATHINGENGAGEMENT8SELF -TAPPING SCREW WINDOWS BY OTHERS INSTALLATION ANCHOR 8 SELF -TAPPING SCREW 433 N. MAIN ST., PO BOX 559, EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 BY OTHERS BY OTHERS INTERIOR PERIMETER CAULK METAL STUD FRAMING PH: 540-4Bq-63g8 FX: 540-484-6683 BY OTHERS BY OTHERS Z ¢ a q SEE GLAZING Z odo 3 THREADS MIN. ENGAGEMENT DETAIL 1 a: H z O.A. 1 1/4" MAX. N a p = u WINDOW SHIM SPACE SHEATHING p LL HEIGHT / 3/4" O.A. INSULATED GLASS BY OTHERS N m W HSEEGLAZING) i:iiC 4:4i: w v v H¢ a DETAIL 1 EXTERIOR o N 0o a¢ Z m m LU EXTERIOR INTERIOR DOW 1199 EXTERIOR FINISH LU a SILICONE BY OTHERS PERIMETER CAULK BY OTHERS WINDOW — Fw- VERTICAL SECTION WIDTH HORIZONTAL SECTION Q Tm5HEAD - 1X WOOD/CONCRETE/MASONRY I 1 JAMB1C / STEEL STUD FRAME Lo4812FINU4812FIN 1/2" MIN. GLASS \ 1/4" MAX. Z BITE SHIM SPACE OSEEGLAZING ZpDETAIL 1 GLAZING DETAIL 1 8 SELF -TAPPING SCREW EXTERIOR INTERIOR INSTALLATION ANCHOR o O.A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX. GLASS THICKNESS AND TYPE BY OTHERSZHEIGHT SHIM SPACE SHALL COMPLY WITH E 1300 GLASS CHART REQUIREMENTS I OFZINTERIOR3THREADSMIN. 0 * a 2 rPERIMETERCAULK ENGAGEMENT BY OTHERS METAL STUD FRAMING 6J 1 z EXTERIOR FINISH BY OTHERS BY OTHERS SHEATHING BY OTHERS SHEATHING BY OTHERS 3 THREADS MIN. 8 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR FINISH F ENGAGEMENT SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK BY OTHERS o T J Iit EXTERIOR O.A. p Z U) y Z F WINDOW o m u Z WIDTH DWG#: VERTICAL SECTION K HORIZONTAL SECTION 5 SILL -PRECAST CONCRETE PGW029 4812 FIN 5 JAMB -STEEL STUD FRAME 4812 FIN SHEET: OF 55 ZN n t-c.oaF-. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 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. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) N8 WOOD SCREW, 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 10 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. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTE5: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/WDMA/CSA 101/1.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 LOADSTO THE FOUNDATION 15 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. BUCKDESIGN 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. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 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 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS& ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL & 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" 1 96" 30/-30 1 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' 0'no PLY WINDOWS C7EM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-634B FX: 540-484-6683 m m Z o0 F a o am o Z V, 00 ¢ HZ Op-' V w¢ LU N W z m wH¢ m v Z w ¢ Z Da¢ a^ WLU m w0m Cx m d a W p F o IP am 3* __ Uz 0 0 . U w DWG#: — PGW030 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00"-- D.L.0 MAX. WIDTH 49.44" B F 3 4 UNIT MAX. HEIGHT 72.00" H A E 3 4 SASH MAX. WIDTH 51.25" UNIT MAX. WIDTH 48,00" 01.0 MAX. WIDTH 44.31" 34 Kam. D D.L.O. MAX. 5 3 HEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR F_ SCHEDULE SCHEDULE -' ELEVATION SEE ANCHOR 0• SCHEDULE X• SEE ANCHOR SCHEDULE ANCHOR LAYOUT SASH MAX. WIDTH 46.25' ELEVATION D.L.O. MAX. HEIGHT EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 100 COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 PLyQEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 540-484-6683 F- m U itd0H0jn Y oSASHMAX. v 2 LL HEIGHT Z Z v OH a Z F¢4 a F > w a admwLU H w a t] rn H o ;;'-ft p111` mN co a o a N Z DWG #: PGwo3o SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS t STRUCTURALGRADE O.A. SILICONE BY OTHERS WINDOW HEIGHT - EXTERIOR O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 1 1/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 1 SEE GLAZING DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAILI STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS Mills 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 & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 S EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH C HORIZONTAL SECTION 3 JAMB-2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 1/2" MIN. yl SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING 1 DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING---' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH p HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE j PLy GEMWINDOWS 433 N. MAIN 5T„ PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 Z H n 4t O ZOO 4 H n vl O Z Jdm J a O 2aZp O o< w¢ N K Z¢ mm v V u z 10 H H¢ anQZJO F4 < vQ P. mwnLU H w iy wF71- a O j;'r17 I I11` F ^ 3 v) m p x 1-0 i2Z u Z o V) DWG #: PGW030 SHEET: 3 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 j SEE GLAZING DETAIL EXTERIOR 11/2" MIN. EMBEDMENT lOD COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR INTERIOR 1 O.A. WINDOW HEIGHT 1/4" MAX. 1F SHIM SPACE PERIMETER CAULK - BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY h 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS DISTANCE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW - INSTALLATION ANCHOR—\ B WOOD SCREW 1 1/2" MIN. INSTALLATION ANCHOR EMBEDMENT VERTICAL SECTION I, SILL-2X WOOD BUCK 4712 FIN 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT SHEATHING' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH G HORIZONTAL SECTION JAMB-2X WOOD FRAME 4712 FIN H VERTICAL SECTION MEETING RAIL INTERIOR a PLy GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX: 540-4B4-6683 G mM m O Zi.0 4Z p m SEE GLAZING N = z a m DETAIL 1 m via w o n 0 w ¢ m wrWU, ZV m H~ m am EXTERIOR N a ¢ P Ui l w p a H li1 LU wE- a V) Z O H z H H U W U) WLU o m'N! m1- 3 __ uZ a o o DWG #: PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t EXTERIOR FINI5H BY OTHERS PERIMETER CAULK BY OTHERS 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 1 1/2" MIN. EMBEDMENT 7,INTERIOR2XWOODBUCKBYOTHERS 8 WOOD 5CREW SOD COMMON NAIL OR 11 INSTALLATION ANCHOR GAUGE ROOFING NAIL t . INSTALLATION ANCHOR 1/4" MAX. SEE GLAZING SHIM SPACE 1 1/2" MIN. EMBEDMENT DETAIL 1 5HEATHING--- B- ........... . Y OTHERS EXTERIOR SEE GLAZING-,' 3/4" O.A. INSULATED DETAIL 1 GLASS EXTERIOR FINISH BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 BY OTHERS O.A. SILICONE \ WINDOW WIDTH 01 PLy GEM WINDOWS 433 N. MAIN 5T., PO BOX 559, ROM MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z ¢ U d Y Ot Z a 5HQ Q M NNyy O = lL O J Q W U m zmm V 7 H H¢ m vw mom w LU d m 0 VERTICAL SECTION HORIZONTAL SECTION V 5 HEAD-2X WOOD BUCK I JAMB-2X WOOD FRAME Z 4812 FIN 4812 FIN O 1/2" MIN. GLASS 3/4" MIN. H Z BITE — EDGE DISTANCE CAULK BETWEEN In GLAZING DETAIL 1 INTERIOR 1/4" MAX. CONCRETE/ MASONRY a 2X 1--i SHIM SPACE WOOD BUCK BY OTHERS SEE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 GLASS CHART CONCRETE/ MASONRY BY OTHERS w w REQUIREMENTS 2X WOOD BUCK BY OTHERSi18WOOD SCREW EXTERIOR I INTERIOR INSTALLATION ANCHOR OO.A. Z WINDOW HEIGHT 1/4" MAX. 1 1/2" MIN. O 1* SHIM SPACE EMBEDMENT Q- SEE GLAZING DETAIL 1 PERIMETER CAULK U) BY OTHERS 3/4" MIN. EDGE y F- DISTANCE EXTERIOR FINISH BY OTHERS ... , 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2" MIN. CONCRETE/ MASONRY G 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY 1 VERTICAL SECTION BY OTHERS 5 SILL - 2X WOOD BUCK 4812 FIN i EXTERIOR FINISH i j•"' 'F EXTERIOR BY OTHERS 8 WOOD SCREW PERIMETER CAULK w o m V, mlt iu INSTALLATION ANCHOR WINDOW BY OTHERS ¢ o n = WIDTH 0 0 v Z HORIZONTAL SECTION 5 DWG#: JAMB - 2X WOOD BUCK PGW030 4812 FIN SHEET: 5 OF 5 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 41/2INCH OFTHE 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(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE #10 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 3/16 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENTAND 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 CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLACK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 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. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/N W W DA 101/I.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X 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 REFLECTACTUAL 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. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6. 7. GLASS THICKNESS & TYPE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 8 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATIONS: ZT- XO, OX, XX, OXO, XXO, OXX, XOX, OXXX, XXXO, OXXO, XXXX 3T- XXX, XXO, OXX, OXXX, XXXO, XXXXXX, OXXXXO PLY GEM WINDOWS BUILDER SERIES 4780 PATIO DOOR TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION h GENERAL NOTES 2 ELEVATIONS 3 ELEVATIONS 4 ANCHOR LAYOUTS 5 ANCHOR LAYOUTS 6 VERTICAL SECTIONS 7 VERTICAL SECTIONS 8 HORIZONTAL SECTIONS 6 GLAZING DETAIL 9 HORIZONTAL SECTIONS 10 HORIZONTAL SECTIONS DESIGN PRESSURE RATING MAX. PANEL SIZE DESIGN PRESSURE MISSILE IMPACT RATING 48.50" X 95.00" 30.0 PSF NON -IMPACT n® 0PLyWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 54"84-66B3 V) ut M m o 0 Z Z H 0 h K J a w C aa u 2 W Z m m ¢ zZ a' a L] H¢ m H a Z) ut a m lu wa M 0 0 C : 1.:; z Qh Z "= uz003Ln Digitally signed by Hermes F Norero, P.E. I)wG#: Reason: I am approving this document PG W064 Date: 2015.01.02 13:01:07 -05'00' SHEET: 1 01`10 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00" MAX. DOOR 91.25' HEIGHT MAX. D.L.O. HEIGHT NOTE SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.312" MAX. DOOR WIDTH R C b b 1/ ELEVATION EXTERIOR VIEW - 2 TRACK 96.00 D( HE] 96.0( D, HE ro 147.000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 6 b 95.00" N 10 MAX. P PANEL 30 HEIGHT 9y MAX. G L IOR 91.25" 8 9 GHT MAX. D.L.O. HEIGHT po o 142.56" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 7 7 1/ 011 yo 0 0 95.00" 10 10 MAX. P P PANEL 10 Io HEIGHT MAX, J L L OR 91.25" y 9 9 9HT MAX. D.L.O. HEIGHT L- yol La r111 ELEVATION EXTERIOR VIEW - 3 TRACK ELEVATION b EXTERIOR VIEW - 2 TRACK PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540484-6348 FX: 540- B4-6633 u7 a0 M v#v R 0 1- o gZm C V = 8 H w w m z<m a W H 0 Z H °' o W-1C0 W H ¢z LU m Wa a m W I' Q0 m m J V Z Y = u Z003V) 0 DWG #: PGW064 SHEET: 2 OF' 0 0" 192.00 MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH E F 45.25" MAX. D.L.O. WIDTH R C 6 6 O 10 N 95.00" 10 MAX. J P M P K PANEL HEIGHT q 10 9 10 9 MAX. G 8 L L H 9 g 8 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 ro U V 4o p H O p S nm v z V) I p O = 96.0 H r- a oc aDUJw U' W. w m HE w w o oZH P NOTE: w o ¢ m w o SCREEN PANELS NOT SHOWN FOR m Mex CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" IW MAX. SCREEN PANEL WIDTH: 49.00" a ELEVATION 6 D EXTERIOR VIEW - 2 AND 3 TRACK 285.750" MAX. DOOR WIDTH O 48.50" MAX. PANEL WIDTH 0 45.25" MAX. D.L.O. WIDTH E F 7 7 wE wo 0 O 95.00" 10 PANEL 10 P Q 0„*. a`NjMAX HEIGHT 96.00" MAX. L L K O, r 6:• m DOOR 91. 9 t sSHEIGHTDNFob HEIGHTy Z V) " = c.1 z 0 ELEVATION D PGW064 EXTERIOR VIEW -3 TRACK SHEET: 3 O F 9 O MAX. DOOR HEIGHT O f0 O N to to P P M 10 10 9 J L L 9 25" 9 9 6.00" MAX. FROM CORNERS, TYP -- [ 20,75" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MA: INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP ---I 4— --20.75" MAX. D.C. TYP 6.00" MAX. FROM CORNERS, TYP -- F[ 19.25" MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP INSTALLATION ANCHOR, TYP J 6.00"MAX. FROM CORNERS, TYP — j-+—4-20.75" MAX. O.C. TYP 2TRACK 2TRACK 6.00" MAX. FROM CORNERS, TYP — 18.63" MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP INSTALLATION ANCHOR, TYP Ilk Il j I I i I I 6" MAX. FROM CORNERS, TYP --1 —I 20,75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK PLY GEMWINDOWS 433 N. MAIN ST. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX+540484-6683 a m V3 Xk v Y 0 0 O D m Ju_ H j CL V 2 LL wW O z m w m in a: m Z¢mV N H H w m ne a m x o. m H Q m L-) 0 H zO H Lu U) C(- o LL a T ci m m Z _ Z003w 0 lli DWG #: PGW064 SHEET: 4 OF10 6,00" MAX. FROM CORNERS, TYP 18.13" MAX. O.C. TYP Fr6,00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP I INSTALLATION ANCHOR, TYP J_ y/ Y// y/ 6.00" MAX. FROM CORNERS, TYP ---- 20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 AND 3 TRACK 6,00" MAX. FROM CORNERS, TYP {---- 17.10" MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP I INSTALLATION ANCHOR, TYP -/ ro Y// po 0// 6.00" MAX. FROM CORNERS, TYP - 20.75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX% 540184-6683 M p H p Lu O CC V 2 ux. d Q V w O V) 2 m m Z Q m ^< V W i H H a ) Z H m H Q a j wm m d m Q v Cp T LL1 m J U Z Y = u Z1n a DWG #: PGW064 SHEET: 5 OF10 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY 61X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS li"' MIN. DMENTEXTERIORFINISHa... EMMBEBE BY OTHERS l O.A. UNIT HEIGHT PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR EXTERIOR EXTERIOR 1/4" MAX. SHIM R) VERTICAL SECTION 6 CONCRETE/MASONRY - HEAD 2 TRACK INTERIOR 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS -, SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 3/4" MIN. SEPARATION 11/Z" MIN. 1A F EMBEDMENT 1/4" MAX. SHIM O.A. #10 WOOD SCREW —, 111 I I II UNIT INSTALLATION ANCHOR— HEIGHT INTERIOR EXTERIOR INTERIOR VERTICAL SECTION 2X WOOD FRAME - HEAD 2 TRACK j PLYGEM WINDOWS 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX+540-484-6683 o JXkv e Z H Om m oII-G++ m a m aLL H N u 2 d ¢ VaJ h U Z m m < m W H Z H m o > w - ¢ Z m H a- ¢ v W a p CauJ Hi m CL M h a PERIMEBYER CAULK OTHERS``G O * a ti O SET SILL IN BED OF CAULK 1 1/4" MIN. OR WET CEMENT EMBEDMENT 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. 1 3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE SEPARATION BY OTHERS m T VERTICAL SECTION Q z I- 6 CONCRETE/MASONRY -SILL O p U U Z 2 TRACK DWG #: PGW064 SHEET: 6 OF10 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY & IX a F WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS p A 1 1/4" MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 1/4" MAX. SHIM PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON—` II1 I I I II1'I INSTALLATION ANCHORS —fir —fir EXTERIOR INTERIOR SES VERTICAL SECTION 7 CONCRETE/MASONRY-HEAD O.A. UNIT 3TRACK HEIGHT EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS SET SILL IN BED OF CAULK 1 1/4" MIN. OR WET CEMENT EMBEDMENT 3/16" ITW TAPCON a Q, INSTALLATION ANCHOR 2 1/2" MIN. 1 3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE SEPARATION BY OTHERS VERTICAL SECTION CONCRETE/ MASONRY -SILL 3 TRACK 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 13/4" MIN. SEPARATION 11/2" MIN. F EMBEDMENT 1/4" MAX. SHIM 10 WOOD SCREW 11 II II1 INSTALLATION ANCHOR y r1 v— O.A. EXTERIOR INTERIOR UNIT HEIGHT SF1 VERTICAL SECTION 7 2X WOOD FRAME - HEAD 3 TRACK PLy0EM WINDOWS 433 N, MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-634B FX: 540-484-6663 a 2 m m V V Y m Z H Q C, V J M Y d m w O N w Q Lb m w H Q m a tyw K Z Q 6, a > H Q Z d m a gj m U. w m d M wI" a A• yob o 0 DWG #: PGW064 SHEET: 7 OF10 CAULK BETWEEN 1X WOOD BUCK & CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE 13/4" MIN. SEPARATION 2 1/2" MIN. d EDGE DISTANCE 1X WOOD BUCK BY OTHERS EXTERIOR FINISH IZ BY OTHERS 11/4" MIN. EMBEDMENT 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR fSEE GLAZING DETAIL A I EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION Q % CONCRETE/MASONRY -JAMB 2 TRACK 11/2" MIN. EMBEDMENT INTERIOR 1/4" MAX. SHIM SEE GLAZING DETAIL A _ - 2X WOOD FRAME BY OTHERS 10 WOOD SCREW 00 PLy GEMWINDOWS 433 N. MAIN ST. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540 {84-6348 FX: 540-484-6683 w 1 INSTALLATION ANCHOR m v1 , Z#o Y 1 3/4" MIN. m O Hr` H p o S N M g SEPARATION d C 3 m iZ awu p m3/4" MIN. EDGE 1 o m H¢ DISTANCE w C) z H P w J¢ Z m 1 J 2 Z) EXTERIOR F-- m d SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH --) Z HORIZONTAL SECTION o HQ % 2X WOOD FRAME -JAMB 2 TRACK icy Luo INTERIOR 5/8" O.A. INSULATED GLASS CONSISTING OF: 5/32" TEMPERED GLASS, FGQ0•• ••,/ AIR SPACE, I 5/32" TEMPERED GLASS, 6 u- m mid'•.,. 0.75" GLASS BITE i i''hr ••* PRO`` EXTERIOR m m Z:o Y2 <~ GLAZING DETAIL o o a v Q Z NOTE: GLASS THICKNESS AND TYPE DWG #: SHALL COMPLY WITH ASTM E 1300 PG W064GLA55CHARTREQUIREMENTS. SHEET: 8 OF 4 O 1 1/4" MIN. EMBEDMENT CAULK BETWEEN IX WOOD - BUCK 6 CONCRETE/ MASONRY BY OTHERS I 3/4" MIN. EDGE DISTANCE 1 3/4" MIN. SEPARATION TYP. 2 1/2" MI EDGE DISTANCE 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH - HORIZONTAL SECTION CONCRETE/MASONRY - JAMB 3 TRACK INTERIOR EXTERIOR HORIZONTAL SECTION INTERLOCK 1/4" MAX. SHIM INTERIOR 10 WOOD SCREW INSTALLATION ANCHOR 11/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 1 3/4" MIN. SEPARATION TYP. 3/4" MI. EDGE DISTAyANCE 1_ EXTERIOR SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 9 2X WOOD FRAME -JAMB 3 TRACK INTERIOR EXTERIOR HORIZONTAL SECTION Q % BUTT STILE PLY GEM1NINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 p m m0 O oHao S VUUcz = i2LL p ¢ U Lu ZO TC. Z m a mQ w p HpzH a p O W H¢Z + Lij H S v m LUaC]'rn a m d p C) H z H W wp ii •'! m m uZpuv1 DWG #: PGW064 SHEET: 9 OF10 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 INTERIOR INTERIOR PH: 540-484-6348 FX: 540-184-6683 Q m M y m vmV p V S a m COCl a g HI, a Q 2 x Q VLD- W zo lA mQ m Z¢ m e EXTERIOR EXTERIOR o C, H H ¢ z HORIZONTAL SECTION HORIZONTAL SECTION Q BUTT STILE W/ SCREEN ADAPTER SCREEN BUTT STILE WF- C Tm v Z O Z INTERIOR 111 w 4) a a o O , EXTERIOR HORIZONTAL SECTION INTERLOCK W/ SCREEN INTERLOCK aOF W Q CD Z, C J V) 00 30 V) DWG #: PGW064 SHEET: 10 OF 1 O NOTES, 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #8x1' SCREWS INSTALLED IN 13 GA HORIZ ANGLE - TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANCLE- OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WND-BORNE DEBRIS REGIONS. 16 GA MIN HORIZ- TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/18x1-5/8"- 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1 8' BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) #80" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 39". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WAND -BORNE 5/16x1-5/8" LAG - DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW TO 1/4-20x9/16" TRACK - ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G 15 GA STIFFENED' SHEET 2), 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB ACJAMBBRACKETS OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. SEE SCHELDSEE FORSC YLOCATION, INSTALLERSHALLFIELDINSTALL (1) 1/4-14x7/8" SELF AND TYPE DRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK- 4. VINYL OR W000 DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/ 16" TO MEET NEGATIVE PRESSURES. SEE NOTE 5), SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE: (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #Bxi" 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 CENTERUNE OF THE DOOR. JOHN E. SCATES, PE 3121 FAIRGATE OR, CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP SHEET " L 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SE( NOTE' ( 5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'- 0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOO FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR MOTHS. MRB 5/10/06 PIS ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. J MODIFIED NOTE 8 TO ii STATE THAT LOUVERS ARENOTIMPACTRESISTANT. jGRT 6/ 6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2, GRT 4/17/08 i P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXASLICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO W- 9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/ 22/08 P9 UPDATED TITLE BLOCK GRT 8/ 26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/ 15/11 JAMB BRACKET SCHEDULE DOOR HEIGHT N0. OF SECTIONS NO. 0 JAMB BRACKETS EACH JAMB) TRACK TYPE LOCATION 0 CENTERUNE 0 JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK ( ALL DIMENSIONS t 2") 7'-0" 4 6 QI JB , 13' (ql), 25-1 2 JB), 34 JB , 45-1 4 (QI), 63 JB 4 6 FAT JB), 10" (JB), 21-3/4" (JB). 29-3/4" (JB), 42" (JB), 63-1/4" (JB) 5 8 QI JB), 13" (01). 23" JB , 34" (JB), 47-1 4" QI , 58" (JB), 67" (01), 75" (JB) 5 8 FAT JB). 10" (JB). 21-3 4' (JB), 29-3 ,V JB), 48' JB), 57-1 4' (JB), 66" JB), 75-1/2" (JB 8'-0" IGH LIFT/ROOF PITCHSEE NOTE BELOW NOTE. JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED 10 ATTACH TO TRACK. ALL DOORS NTH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORMLOAD EACH JAMB (PLF) WDTH 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 agnc® a' t® li ASION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. I SIZE: A SIGN (PSF): + 25.90/-28.80 MAX WIDTH: 16'-0" 1 DATE NAME ST (PSF): + 38.85/-43.20 1 MAX HEIGHT: 8'-9" DRAWN 1 3/8/06 GRT PACT/CYCLIC RATED (YES/NO): YES I MAX SECTION HEIGHT: 21" ICHECKED 4/6/06 I MRB MODELS 5120/ 6100/9100 SHEET 1 OF. 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 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) 1/4-147/8" SELF DRILLING G CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). 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 WITH (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 WITH (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) 1/4-140/8" SELF DRILUNG ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U—BAR NOTE DUE TO CLEARANCES REQUIRED TO 2" NYLONSTORMGARO SCREWS THE G° WIROLLER TH USTALLBARS,ALL BARS SHALLSBEF 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 PLACE U—BAR OVER WITH (6) 1/4-20x5/8" INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WHICH ARE FACTORY CRHP21E1SCREWS 1/88" RU ATTACHED, 3 OF WHICH PRE —PUNCHED HOLES AT EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (I THRU FLANGE TOP LEAF, AND 1 OF WHICH IS FIELD INSTALLED OF U—BAR AND BOTTOM THRU PRE —PUNCHED HOLE _.. HINGE LEAF AND 1 THRU IN U—BAR) WEB OF U—BAR AND INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 8x3/4' MIN STAINLESS SCREWS WITH STAINLESS - - •_ BACKED RUBBER WASHERS 3-1/2' O.C. MAX 1/8" BEAD GE SS04000ULTRAGLAC SSG4000AC STRUCTURAL SEALANT OR I 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 FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8" SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM L -• BOTTOM OF THE BOTTOM U—BAR AT U—BAR WITH EACH PRE —PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8" DRIWNG CRIMPTTE SCREW5. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE —PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. FACER USED ONLY ON IMPACT GLAZED SECTION — 11 GA REINFORCEMENT , BRACKET ATTACHED WI , NTH (4) 1/4-14x7/8" SELF DRILLING ' CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U—BAR) ' DETAIL G 1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J—STRUT h OPERATOR BRACKET. NOTE: J—STRUT do SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 JOHN E. SCATES. PE I NON—STRUCTURAL / 3121 FAIRGATE DR. DECORATIVE INNER CARROLLTON, TX 75007 WINDOW TRIM FL PE 51737 TX PE 55308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) D 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6)) 3", 18 GA, BO 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 — DETAIL F U—BAR ATTACHMENT NOTES 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE —PUNCHED HOLES WTH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRIWNG 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 BBOTTOM SECTION NON—STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14.) SCREWS EACH. OUTER WINDOW TRIM 2, µ1TH THE EXCEPTION OF THE (8) PRE —PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4" POLYCARSONATE SUDES AND THE (6) 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. STATIC PRESSURE RATINGS APPROVED SIZES Sc y Bie DESIGN (PSF): +25.90/-28.80 MAX WIDTH: -0" TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DF Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CH MODELS 5120/6100/9100 DIVISION OF OVERHEAD DOOR CORP 3395 PENSACOLA, DISONFLORIDA1VE32514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U—BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOO FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 IPB ADDED IMPACT VUMBER TO TITLE BLOCK. HANGED LOUVER NOTE. NCREASEO MAX HEIGHT TO 8'—S". ADDED HIGH IFT AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 N.T.S. SIZE: A DATE NAME 3/8/O6 GRT ED 4/6/06 MRB SHEET 2 OF 2 DRAWING PART..NO. REV. 318960 P10 13 GA MIN 0 CONTINUOL WALL ANG SPLICE PLATE LOCATION SEE SCHEDULE 11 GA MIN 14" CLIP SEE MAX SCHEDULE T i 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX 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 553OB/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. EE CLIP DETAIL LIP LOCATIONS SEE SCHEDULE CK 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- R S>W0. 28" 2 13 GA MIN CONTINUOUS WALL ANGLE - TRACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF/-52.0 P 18'- 0" 46.0 PSF/-52.0 P TRACK SUPPLEMENT SF Wagnc® SF Dalton 3395 ADDISON DRIVE CHART PENSACOLA, FLORIDA 32514 850) 474-989D REVISIONS 2 2 INCH MACK- CUPS-TEXAS NALL ANGLE 12 FOOT JPDATED 3PJ 6/11/03 13 UPDATED FORMAT. NCREASED ALLOWABLE RESSURES TO 46. DO/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED ' TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9BOO AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 P5 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE # 8 CLIP (REPLACED WITH # 9 ACROSS THE BOARD). DLP 10/24/07 PB UPDATED STEEL MOUNTING DETAIL MRB 04/11/013 P9 EXPANDED 1-1/2" TO 1- 3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 UPDATED TITLE BLOCK GRT 6/2/10 DA SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 IP10 2 3/4" f1" EDGE DIST E60XX MIN. 1 /8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 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 MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 9 I WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. d; A. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( d d q d ° d d A CONCRETE MOUNTING DETAIL JOHN E. SCATES• PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 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 HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-O" 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" 71 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7. 9, 9, 9. 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 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 1 g 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 DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 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 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9600 1" THICK HEIGHT CLIP S FROM BOTTOM TO TOP SPLICEATE # 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 TRACK SUPPLEMENT Wagne Dalton 3395 ADD15ON DRIVE CHART PEN(850)A474 o989D 32514 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 5/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 5024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES, DLP 9/05/07 P6 UPDATE MOUNTING DETAIL ORAVANGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CUP (REPLACED WITH U9 ACROSS THE P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/B" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 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 Jamb Connection 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/ NOTE3 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 No. 51737 e O STATE OF 0il •.FLQR10 d NNb X/s IONA;,`` I1111 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 56308IF2203 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)NOTE s 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 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a 1 No. 51737 STATE OF : AU RCOR1OP p 2 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/F2203 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)113 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 2424 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 1316 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 1 13 16 800 10 13 1 15 Ne No. 51737 W 0 STATE OF fy 00 % LORVIDI'k- \ . 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 = 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 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/F2203 Revision P16 SCHEDULE 4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB( NOTE' 2500 PSI CONCRETE "oTEI 4000 PSI CONCRETE"oTE 2000 PSI GROUT FILLEDCMUNorez 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 1 17 18 1 N/A 780 16 18 N/A 800 16 17 N/A No. V737 0 STATE OF : 1 pt'•.IL`LORIoP Q# 7 . 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 2-3/4". 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 16fl/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. 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 JAMB LB/ NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETENOTE' 2000 PSI GROUT FILLED CMUNOTE2 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 6- SCA No. 51737 0 STATE Of ; # 4 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 = 2401b/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/F2203 Revision P16 9Ld OZ9bZc 1NdWdiddflS N01103NN00 BWdf A32 ON 1NVd ONIMVbO 03NO3H0 Z 30 l 133HS 1H0 LO bZ SI NMVHO Sal 0£bZ 30 1.11ovdvo Sal o04Z 30 AUIOVdVO 3WVN 31V0 OVOI NOIS30 WnWIxVW 10 OVOI NOIS30 WnWIXVW "310N v 3a 61i6I30 a3eW3W 18Oddns NIVW 3HU O1Ni „Z£/6-L b 30 30NV1SI0 30 NOLLVa3N3d WnWINIW 3o03 WnWINIW V ONV „b/C-Z V 3AVH IIVHS SM380S OVI 30 H1d30 1N3MAGNI WnWINIW V S83HSVM TO .b/L-L HLIM ONV H3HSVM „b/L-L V HUM NOHONV SM380S OVI 'VIO „9/£ (b)— r„Z/l-1 \ -„ Z/` M3NOS OH N3111 NOSdWIS „9/£ r.,b 1 i'213a Wnl 13XOVHB 3NId A13HLnos N3OI iJ30V3H IJ £# 9xZ WnWINIW SNOISIA321 13NOV68 / 3NId N83H1nos XOOI N30V3H 1 £# 9xZ WnWINIW SW31SA5 ONI3a03NOM 2 0 d 1V01183A 903 03MIn038 - ONV 'Z 'L SIIV130 335 HAIM 8000 Sal 99OZ 30 kil3VdV3 OVOI NOIS30 WnWlxvW -rm TIIa13a b/£-Z 30 30NVISIG 3003 WnWINIW V ONV ,b/£-Z d0 H1d30 1NI3W039W3 WnWINIW V ONV 83HSVM „b/l L V H1M MOHONV M390S OH N31LL NOSdWIS ,9/£ (Z) r- 13XOVHG NOOI 930V3H I T xvw ,9 Is 7W XtlW 9 SIIV130 N0110n HLSN00 OVOICNV8 d0 NOLIV3L-0N3A Nod AINO 030NONd IV3S S,N33NION3 IVNOISSAJONd OZZd/90£9S 3d Xl L£LLS 3d Id L009L XL 'N01'n 8WV3 NO 31VONIVd IZL£ 3d 'S31VOS 3 NHOP 00,90- £S:85:60 OZ'ZO'S LOZ :ale(] 3'd'sajeDS •3 ugor Aq pau6is Alleli6iQ nl 3NId N83Hin93HLn05 9xZ WOWINIW ````\ '' 1dNO sn// y.A : d aO y'•. op ii d0 31Vis •;dam ao mot S. s````\` 0686-bL4 (099) bLSZ£ WMICI3 IVIOOVSN3d 3AI80 NOS I0OV 96££ u®lle® aufie/t, 9ld I oz9tzc A3a 'ON laVd ONIMVHO 3WVN SNOISIA3a 1NdW3lddnS N01103NN00 BWdf Z HO Z 133HS XOV2LL if1N OZ-4/L 0NV 1106 X3VK 9L/6L/6xOZ-4/L 13)govue BWV(` NOILV301 13X3tli18 BWtlf` HDV3 803 (,b/L 4:) 0f11S 30 831N33 NI 038113 ,Z£/6—L HLIM MMMS OVI „9L/9 ONIHLV3HS HOIa31NI XOVS OIOH 3?1n13n&S 3HL NOd 08003a d0 IVN0ISS3d0Nd 3H1 30 A11I181SNOdS3a 3I0S 3HL 38 IIVHS 3i aon81S ONLLHOdd1S 30 NOIS30 38O1O0&S 3HL 30 OVOI NOIS30 3H1 (133OX3 AVW OVOI 83N31SVA 31GVMOTIV XVW '4M OnIS MVM ULM 80 (ZV'0=O) ddS b x Z NIW XOVHL ON X3H OZ—b/L ONtl 1108 MOM 9L/6xOZ—b/L 13N3VH8 BWVr NOLLV001 13NOM3 BWVr N33M139 ,9 NM '038W3 NIW OH N31LL NOSdWIS ,8/£ iqo 38ruon81S 3HL HOA a003a !0 IVNOISS3dONd 3H1 3 3003 NIW LLn18ISNOdS38 310S 3H1 38 IIVHS 38LlLonas ONLLHodd s 30 N01S30 '36ruon81S 3H1 30 OVOI NSIS30 3H1 a330X3 AVW OVOI N3N31Stl3 318VMOTIV XVW -'TM 3138ONO3 ISd 009Z NIW S11V130 NoLLonUSNOO GV01ONK 30 NOLLVOIA183A aOd AINo O301A0ad lV3S S•a33NION3 1VN01SS340ad fOZZA/SOf9S 3d XL MLS 3d ld Lo05L x1 'Nornoaavo a0 31V0a1Vd LZLC 3d 'S31VOS 3 NHOf 00,90- 9Z:6S:60 OZ70'S LOZ :a;e4 3 d'Sa;eaS *3 ugof Aq pau6ls AIIE!1i6i4 0686—bLb (099) bISZ£ WMI01d 'VIOOVSN3d 3AIa0 NOSIOOV 96££ 11l Q M A Ha IarU t 1 0 nm5 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, Inc. CA No. 26300 — (Mail): PC Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 1588 — 5411 Web: www.florida-engineer.com VT---P-'.1N1TYJERD 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 Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Roberrtl.M. Nieminen, P.E. Florida Registration No. 59165, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. 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. 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss 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 3. REFERENCES: tniiiY 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 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. 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 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 Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated SlateShingles 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, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 QTRINITY1 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 everyfastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver; 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA 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-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 S H / yv/- [,S V TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 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 3532.09.05-1111 FL5444-R10 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 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 "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. 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 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: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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) 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. QTRINITY (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 51h 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 3. 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 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 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 of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 2 of 12 I TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20—, XT1- 25, XT1- 30 and XTTm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia TM, BelmontT"", Carriage House Shangle°, Grand Manor Shangle", Landmark'", Landmark'' IR, Landmark" Pro, LandmarkTm Premium, Landmark'' TL, Landmark'" Solaris and Landmark'' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate— is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shaker', Presidential ShakeT"" IR, Presidential Shake TUI and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT", Highland Slater' and Highland SlateT" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'"" 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 TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory 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,I, = 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 D3161, 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 SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasa = 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, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.2.1 6.2.2 6.3 6.4 6.4.1 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. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 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. CT20T", XTT" 25, XTT" 30, XTT" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISN r--(305 mm)—(305 mm}— (305 mm)-i Z1" (25 mm) — Sealantlant 1"(25 mm 5 s/e" (145 mm) 5 r/Z"ply rwvod METRIC 131/8" 1311e" 131/8" 1"(25m1) Sealant 1"(25mm) -{ 4 Figure 113: Usepw nailsfor every full shingle. Use four nails and six spots of asphalt roofing cement' for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTAI D4586 Type 11 Is suggested. Is Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4: Usefour nails mrd siz spots ofaspbalt [mart on steep shpes CAUTION. Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20T" XTT" 25 XTT" 30 XTT" 30 IR: Cut Shingles 11. ( 25 t), I+ I 2" ( 50 mm) -Remove- 25 t t, jl an 12" Cap Cap 305 inm) gle Shingle Shingle 1 Figure 11-24. Cat tabs, then trim back to nrake tap shingles Bnglisb dimensions shown). 5" 12'(305mm)` Fgo —l 125min) o Figure 11-25.' lnataUation of taps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444- R10' Revision 11: 12/08/2016 Page 4of12 Qi 6. 5 ARCADIA'"': LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type U is suggested. f t' (25 MM) Nail Line Nail— r( 25Tr n) r(25MM)—+ Nail Line 0 Figure 2. Use six Mails for every full Atingle. TO Figure 3: Use six nails and fourspots 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 3/- 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® NP1T" 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 f(305 rum) I Sure —* f" r \ L vm Hand - sealing adhesive 4"' 114" 314" — 1-4 — 1" Dab of asphalt cement between shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 TRINITY I ERD 6.6 BELMONT'"": 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 cement 1° (25mm) from edge of shingle- 1 1/2'f38 MM) See below_ Asphalt roofing cement meetingIret ASTM D4586 Type II is suggested. i 1-~ Se- (16 rnm) o Additional nails iI 2quirad 1'(25mm) RDofingCement 6.6.1 Hip & Ridge for BelmontT": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18: Shangle® Ridge. t 18" Exposure Remove tape from the right side 1 and fastenT8" SECONDjFastenthe left side 8518- RIGHT FIRST LEFT Figure 17-19: Installation of Shanglea Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Certificate of Authorization #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 SHANGLE": LOW AND STEEP SLOPE STANDARD SLOPE Use five trails for every full Shangle. 1" 1" 25 mm) (25 mm) 5" 85B" 16 mm) (—) Figure 17-4. Use fire nails far emyfull Grand AfanorSAangle, Carriage house Shangle, or Centennial Stale. FTRINITY1 ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASTM D4586 IjTe 11 is suggested. W, ME " Iwo.o,o,ml 0 0 A 16mm)II (u0 m) V. — ---- 25 mm)} flooring Cement Figure 17-5: When installing Grand Afanor Sbangles on sleep slopes, use seven nails and three spols ofasphalt roofing cement. Hip & Ridge for Carriage House Shangle" and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK TM, LANDMARK'"" IR, LANDMARKTm PRO, LANDMARK TM PREMIUM, LANDMARK TM TL, LANDMARKT" SOLARIS, LANDMARKTm SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRI( DIMENSIONS 12" 143/4" 12" h --(305 mm)---(375 mm)--(305 ism)-- 1" (25 mm) Release Tape 1" (25 mm)—I 1112" Nailable- Area LANDMARK TL NorthGate: 131/2" 13" 131/2" 1 —(343 mm)— —(330 mm) - r—(343 mm)—{ 1" (25 mm) 1" (25 mm)— Figure 13-4. Usefour nailsfor ereo frill shingle WIDE WILK 12" 14TV 12, AWA 1f (305 mm) — f-- (375 mm) (305 mm) Wing Limits 1' (25 mm) Upper nal im T (25 mm)— +— Lower rag ire Nailing uses for loci and shndsrd slope (from 2,12 to 21-12) Nai between upper & b iv Ines as shorn above. Exterior Research and Design, LLC. Certificate of Authorization #9503' FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 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 below. Asphalt roofing cement should meet ASTAI D4586 Type 11. ,Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) 1"(25 mm) Nail Area i For Steep 25 mm) 143/4" 12"— 375 mm) (305 mm) 1"(25mm)-1 lease Tape Cement STEEP SLOPE NAILING AREA i C; 1„ 25 mm; LANDMARK TL r(13112" 13" 131/2" 343 mm) (330 mm) (343 min) F 5 mm) 11 "(25 mm)-1 Figure 13 S' Use six nails andfour spots of asphaltroofing cemmnton steep slopes. NorthGate: 12" 14-3/4" 12" 1„ 25 min) Nailing areas for steep slopes (greater Than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for LandmarkT", Landmark'' IR LandmarkT"" Pro LandmarkTM' Premium, Landmark" TL, LandmarkTI Solaris Landmark"" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow RidgeT" or NothGate Accessory 12' 250mm) 6 ( 305mm) 6" 415/ 16( 415/iti' 150mm) ( 150mm) (125mm) I (125mm) Notchfor t Notch for Centering Centering 12• \ f 1 15mm) NotchesforAlignmenttotheTop Edge of the Previous 7 Cap fors'( 125mm)Exposure (1m m) English Dimension Shadow RidgeTI Exterior Research and Design,LLC. Certificate ofAuthorization # 9503 FBC NON-HVHZ EVALUATION i/4• mm) Notches for Alignment to 5 7 /8" the Top Edge of the Previous 1 m) Capfor5518"(141mm) Exposure Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11: 1Z/08/2016 Page 8 of 12 Q D TRINITY ERD 9 27 37 415+16' 025 nrr) 13 1/8" centering Notch 333 mm)—Y 6 5/8"-I-f-6 5/8' 168 mm) 168 mm i3114" 33T mrr.) Align these I Centering1 notehcstotop 75 3 edge of 131/4' Notch 337 mm194MM) Align these pretlous COWS!7 5/8' notches to top (194 mm) edge of I previous course. NorthGate Ridge NorthGate Accessory 12' 305rnm) Laying Notch I I I 5'(125mm) Exposure I Figure 13-20.• Use kVing notches to center shingles on hips and ridges, and to locate the correct arposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° N131 "' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest—, Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rii Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 r)o JTRINITYJ ERD 6.9 I PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40' ---- Guide Lines (1016 mm) 51/4' — 133 mm) 141/4" L11/2' 38mm) (362mm) NOTE: Apply nails on painted guideline. Figure 16-6.• Fi steningFmsidential mid FresidmUal TL Shake shingles on loin and standard slopes STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" above tab cutouts making certain tabs of overlying shingle corer nails T 1' diameter asphalt roofing cement Figure 16-7.• FastmingFresidenHd and Presidential r1L Shake shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR Presidential Shake TLT', Presidential SolarisT": 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, OR produces 971s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPr"' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERASTm: LOW, STANDARD AND STEEP SLOPE: Figure 153: Faslenhtg Hatteras Shingles ou Low and Slandard Slopes For low and standard slopes, use fire nails for each full naueras shingle as shorn above. t" 1" 25 9 W, 40 mm) Fign2lj- 1: Fastening mil—SbitSgks at Sleep Slopes For steep slopes; use fire nails and eight spas of asphalt roofing cement for each full Hatteras shingle as sham aboe. Apply 1' 25mm) diameter spots of roofing cement (ASTM D 4586'npe 11 suggested) under each tab comer. Press shingle info place, do not expose cement. CAUTION: Too much roofing cement can cause shingles to blister. Exterior Research and Design, L-C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for HatterasTm: 6.10.1.1 Option 1: Accessory for Hatteras r ree' 3 Figure 15-14.• 18 three lbiece units separate to make 54 Hatteras Axessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9r,— 230 min) I I I I I I I I--- 18,E 460rnm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle I Figure 15-2a Cut Hatteras shingles to make cover cap. 0 J TRINITY I ERD Easier 460 mm)- otih 203 mm)I' 1TZ40 m Figure 15-21: Installation of caps along baps and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NP1TI" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE`"', HIGHLAND SLATETm IR: LOW AND STANDARD SLOPE: STEEP SLOPE: raa—) MWr&Dade requires 9X nails (Ma nails inslallmomyeadx afoul as shown} Figure 113: Use FMnai sforevery FEgblaml Slate shingle. Use FIVE nails and EIGHT spots of asphalt roofing.cement" for each full Highland Slate shingle. For Maml-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASIM D4586 Type II is suggested. MerriLDadarequros slxnah(Z reds installedmrranbr lad as*—o Figure 113A.• Use FIFE nails and elgbt spots ofaspbalt roofing cenunt under each tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate' Highland SlateT" IR: Refer to instructions herein for Cedar Crest', Cedar CrestTl IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate ofAuthorizotion #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 tjTRINrry!ERD 6.12 PATRIOT'"": LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting ASTIM D4586 Type 11 is suggested Apply 1'(25 mm) spots of asphalt roofing Sealant cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1' (25 Mn)-2 156mm) I— 13 yd' 1T1R 13 a 'j 333mm) (333-) ( M) rrt"B' t ~7' 0 -) r (25 —Y--+ t56mm) t t - Roofing 6mtN- l+- 12-13' —f-- 1341T - j - 12-LI +f WWI) (333-) (3Wmn) 6.12.1 Hip & Ridge for PatriotT": Refer to instructions herein for Cedar CrestTM, Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle RidgeT" 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.L.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT 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 EntReport 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 61 G20-3. PRODUCT DESCRIPTIONS 3/ V F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/ 8" J-Channel Fascia ALC15001 Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. FL12. 1.94-R3 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. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels 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. 15' FULL YENT 16- cum m2E 16" S0110 PM FL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4,2 in2/lin.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products. evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. i pp G?'RY-R:•pRi' 20 S.O0.27 E '. VP: .G Ng 5 No 74021 15,aG 07:05:00 QYr •w MAt YR..M1w... 04'00' 0. STATE OF •:/ft 1T••'< p t O P' N4144 Zachary R. Priest, P.E. 1iS NA Florida Fl ganizaegi No. i n No. 71021 t11t11 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 A —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) ALQ15001 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, 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 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 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for.the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALCI5001 a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 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 Fastener Location Location I- 1 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 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 d. 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener 1-oration Location Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 1.2-inch Overhang with F-Channel 12J-# Approved S. stems.for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approvedroved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-Inch Overhang with F-Channel ajA I 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 psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap 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. spaced 36-inch o.c. 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 12F 2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-Inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap Inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-Inch long T Hall Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia, x min. 1/4-inch 48 16 Inch spaced 8-inch o.c. crown staple spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001 FL.12194-R3 Page 2 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 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment 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 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-Inchh crown staple 0,072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spacspaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with: F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl 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-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-Inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-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-2 Max. 12-Inch. Wood inch leg staples In diamond pattern Wood 1-inch leg staples spaced max. 4-Inch ocand 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 x 0.072 inch dia. x min. i16F-3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. 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. x min. 1/4- 27 16F416- inch Wood crown staples in diamond pattern spaced 24-Inch o.c. Wood crown crownstaple spaced 8-inch o.c. inch head dia, trip nail 36.1 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. CREED 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 PASubstrateF-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 patter 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 psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-Inch x 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-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 31.4 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 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. CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wail Connection Center Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x 24F-1 Max. Wood Inch crown x 1-Inch leg staples In rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80/-9012-inch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-Inch leg staples spaced 8- inch o.c. 3116-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- No.2 SYP 12=inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. T6.6roofingnailsacedgp1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116-inch head spaced 16-inch o.c. Inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown is 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x. Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-Inch diameter 80124F-3 12-inch Masonry inch Tong T nail rafter with one Wood spacedlegstaplesspaced 8- finishing nail with min. 76.tispaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch Inch 3116-inch head spaced Inch ring shank x 0.072-inch diameter 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,impiy 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 24-inch overhang with F-Channel Wail Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c, securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max, inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern InInch x 7d ring One (1) min. 1.75-Inch inch o.c, and securing 3/16-inch head spaced spaced 16-Inch o.c. shank. nail x 0.072-inch diameter each panel lap 16-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- No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 5. 16- inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 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 No. 2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 6 16- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 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 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Batten J-Channel. Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x 7d One (1) 18 ga.1/4-inch Nominal 1x2 ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced t2-inch One (1) 18 ga.''/.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) pa ellapsecuringeachpanellap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t6012-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. leg staples spaced 3/16-inch head spacedinchx7dlingpatternspaced16- ring shank nails toe- nailed on either side of diameterx0.072-inch diameter 8-inch o.c, 12-inch o.c. shank nail Inch o.c. the batten at each finishing nail with min. 24-inch o.c. 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 rafters with one (1) One (1) 18 ga.1/4-Inch Nominal 1x2 min. 2.25-inch x 7d shank nail crown x 1-inch leg No.2 SYP SYP anchored to Three (3) 18 ga.1/4-inch Crown strai ht-nailed throughgg the ratter Into the end staples spaced 12'Inch o.c. securing One (1) 18 ga.'/o 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 Wood leg staples spaced x 0.072-inch diameter finishing nail with min. 53.316-inch 1) min. 2.25- inch x 7d ringpattern staples in diamond spaced 1'6_ p p min. 2.25-inch x 7d ring shank nails toe One (1) min. 1.75-inch 8 Inch o.c, and securing each panelg 3/16-inch head spacedp shank nail Inch o.c. nailed at either side of x 0.072-Inch diameter finishing nail with min, lap 16-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 244nch o.c. ALC1.5001 FL12194-R3 Page 7 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. 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. System No. I Installation Detail. 12F-1 & 12 F-3 Min. 3/8"head dia. nail with min. 1};' engagement(for wood substrate) or min.. 0..097" dia. T-nail or stub nail with min. -5/6" engagement(.f,or concrete or block substrate), spaced asnoted. above.. FASCIA . SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 16" O.C. L- PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 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 System No. Installation Detail K'TWM `\ SOFFIT STAPLE OPEN RAFTER I ' DIAMOND PATTERN 3/4- X 1 j D ETAI LCROWNSTAPLES \ 1 USING A DIAMOND ST n is iPATTERNFACIABOARD / FASCIA CAP 12 F-2 3/4- X 1/4- CROWN FACIA BOARD 8. 1-3/4- TRIM NILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S:S. F- CHANNEL CAN BE PAINTED S.S. 48- FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT— max. 22-ihch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 2 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER X 1/4' CROWN STAPLE -24.- CENTER USING A DIAMOND PATTERN J- L 1-3/4' TRIM. NAIEt'N crewed to soffit with one(1) NB x PAINTED'S.S. 48' 1/2" x 3/8" head O.C. diameter screw, 1'6" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 1-2-inch span FACIA BOARD 3/4" X 1/4" CROWN STAPLE "8" ON CENTER ALUMINUM COILS, INC Soffits Appendix B i " II `" 3/srrTW " `, SOFFIT STAPLE DIAMOND PATTERN DETAIL srv cs 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 A 5/8' T-NA0. 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001 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 attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC System No. I Installation Detail 16 F-3 Min. 3/8" head di.a, nail with min. 1'b" engagement(for wood 'substrate) or min. 0..097" 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 SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Conc+-Ata or Block W FASCIA. LIP 1 /4" STAPLE SOFFIT TO A.SCIA. BOARD #T50 8" X 3/8" STAPLE 16" 0. C. 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 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i "°n ` SOFFIT STAPLEOPENRAFTER 3/4" X 1/4' DIAMOND PATTERN DETAILCROWNSTAPLES ' USING'. A DIAMOND PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4" CROWN FACA BOARD 8" 1-3/4" TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NNLJ PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48." INSTALLED WITH THE O.C. FASCIA CAP NAIUNG FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT- max. 16-inch span SUBSTRATE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 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 theduration 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 1 i" TRIM NAIL FASCIA BOARD PAINTED 5,5. FASCIA CAP SOFFIT 1"z}" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-ke CROWN STAPLES USING A DIAMOND SOFFIT &FASCIA 16F-2 $ PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL SOA CAP; REFER TO / \ TO SOFFIT L FASCIA F" CHANNEL DETAIL SOFFIT; MAX. 16" SPAN WOOD / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 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. 116J-1 CREEK TECHNICAL SERVICES, LLC rn No. I Installation Detail 3/4" X 1/4" CROWN STAPLE -24" ON CENTER USING'A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4" TRIM NAZI PAINTED S.S. 48" O.C. SOFFIT —max'. 16-inch span FACIA BOARD CAP 3/4" X 1 /4" CROWN STAPLE "a" ON CENTER ALUMINUM COILS, INC Soffits Appendix B Ii we, ` SOFFIT STAPLE E DIAMOND PATTERN-i J/V KNVEEN/ ;DETAIL STAPLES / 1- 3/4" TRIM NAILI FACIA BOARD PAINTED S:S. FASCIA CAP 3/ 4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALCI5001 FL12194-R3 Page 8 of12 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 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 SOFFIT STAPLE CROWN STAPLE DIAMOND PATTERN DETAIL 1 }" TRIM NAIL FASCIA BOARDPANTEDS,S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 1"x4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA \ DETAIL / Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24" I I 3/8jF-CHANNEL Rafters with *no Td Ring Shank Nail at very Rafter 1 r WOOD SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 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 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 System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. IA* SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT 1"x}" CROWN STAPLE 1 }" TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1"xl" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"x24 SYP F-CHANNEL Batten Anchored to SOFFIT; MAX, 24" Rafters with one 7d Ring Shank Nail at every Rafter WOOD 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 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 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT l'x}' CROWN STAPLE 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA 24F-3 & DETAIL 24F-6 1"xj' CROWN STAPLE FASCIA CAPS REFER TO SOFFIT i FASCIA DETAIL Nominal 1'a2" SYP F-CHANNEL. Batten Anchored to SOFFIT; MAX, 24" 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD 1`>4' CROWN PAINTED S,S. STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1"xj" CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD i } TRIM NAIL SOFFIT & FASCIA 24J-1 & PAINTED S.S. DETAIL 24J-2 1`Yj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1" x 2" SYP battens cabbed between raters and SOFFIT; MAX. 24" 11 1-CHANNEL secured with one (1) 7d ring 3/8 shank hail straight-nelled through the rater Into the and WOOD SUBSTRATE of the batten or two (2) 7d ling shank nails too -nailed on either side of the batern at the baltenlrater Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK 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 followingprovisions: 1. Wind speeds for risk category I, 11, III,. 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. Vulr 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 60A 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 issmaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 1 of 4 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 Amendix C aDe`si ntWind Pressures'for SoffitsainEx osure;Bi , s,.'.+r' ..Y` L i ..k m l B `] yt 'ft R ':: ' r .e-. ?. ':. d" i XBuildmg;i x e k' F Mean F'} 4h;.? L F s, k RBasic{W IrdS eed m h€ i h w : Zoned FRooff -, ,~ Mp !s# :1'a,l...:; P p 4^C'..'.: Rx ` a ".'y f..;'..:. S .!iI ,ix. t.u'.: n :. ., ..I.a.'H... r120, 130 3;k a , . L yy ti "" 4 ?' R 1 A. i' } 6 ". C 1C" -ai,' w r j' Y ,3y .., ,.,3 h?. , ,f. +Y p..,: „ 6 .Cn.4. •>, 6 .: `:4a i9 8^€, l? S 4+y1 ,+p` 14:Ok 150: 1 ;', " W „ : ,,. Hei ht, ft ;,... e ,60r' i.•170 s 20018,I..,,. +, F1 € tip, S .t;. .._ 20 16.9 19.8 22.9 26.3 30.0 33.8 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 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1sed NegativeNegoattivive 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 26.3 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 32.8 376 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 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 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 15A 17.8 20.5 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 1 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 147 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALCI5001 FL12194-R3 Page 2 of 4 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. CREEK TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Annpnrlix r n` x watt Desl n WiridPressures fora<Soffits,in Ex °osurekCt `, ,..>,, ,n f 1, s"3 p...3n *i" 3, 7r a •.': ' r v i4'":' .:^^ M ^z .,ma^ . w µ{ n rfr RxBasicn4Wlndz t P. 0037 . e1 9'd170 hftr SO 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 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 56.3 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 Loads) 20 26.7 31.4 36A 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45.5 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 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 4465 Enclosed, 50 16.8 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 1 20.6 1 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 FL12194-R3 Page 3 of 4 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 qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C n WindtPressuresafor d x d Mfi WincP3BWl t' ti ZJko'?n'e k 120b, rhta ft.. 130 140; 150 "16D , 170 200 20 26.0 30.5 3564 40.6 46.2 752.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 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 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 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 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Positive 60 20.2 23.7 27.5 31.6 35.9 40_5 45.4 50:6 56.1 Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 4343 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 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 49A 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALCI5001 FL12194-R3 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 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" 3/8" J-Channel 3/4" —a—I 1/8" HEM 1 5/8" T 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Sofftts Appendix D ALC15001 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 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 Fascia 5 3/4 3/81, 1/8" HEM 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALCl-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 product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 TYP. 0.125 TYP. 18 BLANK 3 / 8 PROFILE. 2.625 REF. 50 TYR o 00000 00000 0000aoci 000ao 000000 000ao wtS OR NFR SAME DI t I SPCA titLOUVERSFORMEDINSAMEDIRECTIONAS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15O01 FL12194-R3 Page 3 of 4 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. 11 A CREEK TECHNICAL.SERVICES, LLC 12" T4 Soffit 3 1/8" i/8" 3 1/81, i/B" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 3/8" 13.35" BLANK 3/8" PROFILE 2.625 REF. 50 TP. 25 TP. 0.125 TP. ALUMINUM COILS, INC Sofflts Appendix D o 00000 ooaoo a000aoci ooaoo 000000 oaooa M1 F I A NFR PATTERN ( 111PATTERN ( CCU F1Fl LOUVERS FORMED IN SAME DIRECTION AS RIBS) 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 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. DESCRIPTION AS FURNISHED: Lot 84, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. 3 LOT 77 LOT 78 N 00R19'09" W 40.00' ^ LOT 84 3a47' 36.47' 5.00' 30.0' 5.00' w w FORM60ARD F b O p TOP OF FORMS = 30.62' O LOT 85 C.*) C; LOT 83 a C o n2 Co CO Tw 5 00' a r n 21.3' 25.20' 210 70' LIM ESWT. 9 q 6 rye— — — 14292 — — — P.C. 8.e-)N 00° 19' 09" W 40.00' R O `v/V CRAWLEY DOWN LOOP (50' PRIVATE RIW) PROPOSED - FINSNED SPOT GRADE ELEVA710NS FRONT = 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATfONS REM = 20' a PROPOSED DRAINAGE FLOW OR 46.SX IAIPERVIOLOT LOT GRADING TYPE A CONTAINS 4,800t SQUARE FEET SIDE m 7.5' FOR 60' L07S FUR 75' LOTS Z StiO LIVING AREA CONTAINS 1,548f 56lAARE FEET SIDE 10' PROPOSED FlNISH FLOOR PER PUWS 30.6' QEA CONC /PORCH CONTAINS 682t SOLIARE FEET SIDE STREET = 25' CRUSE'NME'YE'R—SCOTT do ASSOC, INC. — LAND SURVEYORS LErrtm LETS 5400 E COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 PUT PAL. . PODa a Lac tA)ft iP. - MM ME : P®W eEvrm wrvAr t. n¢ Ia um 0= MMw mmr nw no Mmy kms THE SM"MS OF MAC= SCr FWM ar PC ntX" SDM OFAf UN M - vn1 ® rrs - elmrt fr cwgxw CNEVAt1AE P SURVcrORS AMU yQVM w CT YIN 5rr7 N.amt AObF67RA W COOS NAt51NMr to strnmt 472Ua FLL11tfOt srATTas CA . CONCRETE NYALOr1 RAA • RAMAL VCT Ta . yr LR ./" 4M MA - T21-RAmAI z LWAM 0,1=0 mti STRGEYOR'S SGMU1RE 00 A#J5M SFAL DO RMIEr MAP CR cam NiE NDr wtu 5. M SURVEY RNS P0a9VA D FROM B1E MOVOM I M A.MM TD TTE STJtTETRE TTERF LLO' SE ODER ICC. Rf)aJERLD VP. YfiMCSS PfDI(f PAX • P= OF NEm f C Lr a CPLCLL TED Pax • FERMNOff RErEMOCE TOIDOR OR DLSDYOOS 77117 wow THIS PRtpE7ElY. wLICFAEAOIRDBBNOH]EIF1S 1tOE BEDI IOGTID WRESS 0DEleeSE SNDet P.M. . P= CF tDIE[TIERMT t . COIfERLOE ff. • FDaRED FLOOR ELEVATM S M AtAEY IS PRUVAM MR ne SOLE 8097M OF MM CMM MAND SHOLRD MY BE /BLED WM Sr ANY OBRF IXIIIY. MAD . RAN. • MS. Sst.. - AICD4SETAUX LUC a 07OL9M SMM FOR DE LOCUM a 5FROKO YIS ND=W W*XAD MT BE USED TO W-990T• LRES. RN . ""'-WHAT 5A - DDENWRE IR1SE ME N® 7. BFARAMARE Lf= ASSTAIFD GOUT AND ON VIE LOX SHMM AS 8M BETOA OW DMUL . a EIEVADON. S, f SLOPS ARE LF= CM UUIOMLL CEGWX %V=ft all M OF 19M LMM GnOMSE MOIIDI UrU- • UTUM NC . CT LV& tOQ A CERiFA]RE 6 AUD adU7CM 11, 4556, FIRM C/I . [ VOAMETE DLM SC%LE - I- - 20'-a I DRADN Or "• PL • r Or CUIVAMM P.T. . TAIMCT COU97ED BY: WE OROEF N. - PLOT PLAN 10- 13-17 4782-17 L METLoaTM cs - S r. Mmc T FORMSWRD FOUNDATMWIEL.EVS. 02-15-18 926-18 TM BIMDW/PROPERFY OOfS N0T LE RTIMN 4.f THE ESTABLISHED 100YEARFL000PLANEASPERf'D0!' ZONE 7C' W / IZ117COMOF (09-28-07) UNIVERSAL UES Project No: 0110.1700732.0000 Workorder No: 9358004-1 ENGINEERING SCIENCES Report Date: 2/12/2018 Consultants In: Geotechnical Engineering * Environmei4al Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection ^ Building Inspection • Plan Review • Building Code Administration .7 _ A 3 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: -S41 hn1 ian- . Jean Cartagena 4307 Vineland Road, Suite H20>' Orlando, FL 32811 siDate Tested: 02/12/201$ Y Project: Kensington Reserve, House L&9%96g QS nit Area Tested: Lot # 84 ( 3744 Crawlev Down Loop) Type of Test; Material: Native Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test No. Location of Test Range Maximum Density pcf) optimum Moisture toot Field Dry Density pcf) Field Moisture i%i Soil Compaction t%1 Native Depth inch) Pass or Fail 1 East Footer 0-1 ft 105.4 12.2 101.7 10.1 96 N/A Pas: 2 West Footer 1-2 ft 105.4 12.2 102.4 9.7 97 N/A Pas: 3 North Footer 1-2 ft 105.4 12.2 100.8 11.2 96 N/A Pas: 4 East side of pad (TOF } 1-2 ft 105.4 12.2 102.5 8.8 97 N/A Pas: 5 West side of pad (TOF) 2-3 ft 105.4 12.2 103.2 10.7 98 N/A Pas: Tn nctnhlich a mnhrnl nmtnrRnn to l lnivn Pen/innM thu Dnhlir —4 --h—, ell --+. em wr1mfft-4 ec r•nnFllantie/ nrn nerhr of nry nliunte —4 mrthnri>etinn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: + Z Documented Construction Value: $ Job Address: J ) Historic District: Yes No Parcel ID: Residential wommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info rr a i-orlando.com Property Owner Information jJ -lName 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: State License No.: CF-0057881 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5a' 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. Stgnature of Owner/Agent Date Print Ovmer/Agent's Name Signature of Notary -State of Flmida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date A. Thomas Smith Print Cwttac*or/Agent's Name r - d Stga,oay -Soa 18 Date MeeLWeWAS-Smitlt NOTARY PUBLIC w STATE OF FLORIDA Ctxtmtt! GsG138869 i Expires 812112021 Confxactor/Agent is X Personally Known to Me or Produced 11) 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 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J — 3a&3 Documented Construction Value: $ Job Address 1 J}( I Historic District: Yes No Parcel ID: Residentiallo Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: _ {?i ) ((Y am el") ri , ; /-,) Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name 0 lJJffPhone:7 - (a Street. Residentjj ,- ( of property. I \, City, State Zip: I a L !'C 0 i - ( . Contractor Information Name oh- Phone: kl-L) % _-. ,?/ L CDStreet: Fax: City, State Zip: \L r } State License No.: E—Coay, ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 ICCValuation Table in effect at the time the permit is issued, in accordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work, will bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Print Owner/Agent's Name - Date Signature of Natary-State of Florida Dace: Owner/ Agent is Personally Known to Me or Produced ID Type of ID Wg- nature of Contractor/Agent Date F 5 r IJr Print 5ontractor/Agent's Name t Signature of fi!ota . ' " gnry -Stateof Florida Date:. o tRY Po,o PAMELA S ZERNUS t:OMMissiorl # GG 110622 6r Expires August 7, 2021 FOF ftoQBondednauBudgetNotarySey ,, Contractor/Agent is - Personally Known to Me or Produced ID Type of ID 0XIMM WHO Permits Required: Building EIectrical Mechanical Plumbing Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No Gas Roof Flood Zone: of Stories: Plumbing -# of Fixtures of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER:. ENGINEERING: FIRE: BUILDING: COMMENTS: Revised' June 30, 2015 Permit Applicai ion CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1- Application No: Documented Construction Value: $ Job Address: `G- ` c 1 ' Historic District: Yes [INo Parcel ID: Residentiato Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use ll Move ci Description of Work: S1-a-"1 j 00:n i n L_LiA3(Ar_'- LJ ` .t taJn Plan Review Contact Person: Phone: `tU1-pp Name _ m Street: City, State Zip: Name Street: 1 531 City, State Zip: l r I Title: Email: hme w t , Property Owner Information ( A Phone:., y Resident of property? •0 e traciar Information Phone:. _. _`-i - 31 _LA Fax: LAI- State License No.:(3 o`O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST 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: 51h Edition (2014) Florida Building.Code Revised: June 30, 2015 Permit Application i 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. OWNERS AFFIDAVIT: I certify that all of the foregoing information is accurate rat work will be done in compliance with all applieable-laws regulating- construction and- zo g. Signature of Owner/Agent Date Sig re of Contractor/Agent bwc Print OwnerdAgent's Name PSi ,dontrnctor/Afent's Name Signature ofNotary-State of Florida Date Signature ofdlo ry=stkwq Florida CHERYL D AKERS MY COMMISSION # FF998962 > EXPIRES June 05, 2020 07)08-0i53 IoridallouryScrutacom Owner/Agent is Personally Known to Me or Contractor/Agent is Rersoh.Mly 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: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:_ COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 State Cert CAC032448 HEATING* AIR CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00 SEAGATE VERSION II1 3.0 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,S30.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6j02.00 SEASIDE 4.0 15.0 4 1$5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926:00 SEASIDE OPT POWDER 4.0 15.a 5 5901.00 SUMMERLAND 3.5 15.0 4- 5,747.00 S UMMERLAND OPT BATH 2 3.5 15.0 5 5,896-.00 SUMMERLAND OPT BDRM 5 1: 3.5 115.0 5 6901.9.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricina valid for l61 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 2"d 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 T' 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 D6S. 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 1!N AC STATE CUIRT. Ij C !t C k(:Wi44V 531 cornsrci \% A) S:mfwsL 11. 32771 407) 3334'00I. Revision Response to Comments Permit # 1`7 — 3 2— 3 S Project Address: 3 7q Contact: M//-r— piq l 77 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 v Email: building@sanfordfl.gov 2018 ! r 5tta_ 1 Date Ph:ql'2—1 — d Fax: Email: cel" Trades encompassed in revision: Ge eral description of revision: Building Plumbing f' —/ ~ In 116 Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals Blower Door Test) R402.4.1.2 Compliance Jurisdiction: G% , o v Permit#: '7 Job Information Builder: r% 1,V of Community: ee.11 `I -a.^ tfert/C Lot: 5 y Address: 2/n c Unit: city: n State: A ---I Zip: Z —7 -77 Air teakage,Test Results _ Ppssingxresults m`usr be 7acH(so orless. Method for calcul"ating building volume:'- x 60 - Z 116 4, Z = / O Retrievetl.from architectural plans CFM( 50) Building Volume ACH(50) Code software calculated PASS RFAIL O Field rrieasu'red and calculated tester initialslf ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester. (Required) Certif catiion of Test Resiilfs 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, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing; J0M any, Company Name: 15 Lightyears, Inc. Phone: _ (855) 438-1515 I hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R4024..1.2, Climate Zone 1 and 2. . Date of Test: Y- 1 b i Signature of Tester: Printed Name of Tester: License/ Certification #: j Issuing Authority: __ RESNET 11Ltak BuiIt firit Built to live better. Date: 5 " (t — 1 Inspection Report BuiltSmart Sampling BuiltSmart 2 Inspections El al Inspection Pre -Drywall inection Re -inspection 2009 IECC* 2012 IECC* 2015 IECC* Code Compliance only relates to Infiltration and Duct Leakage Testing Model: — 0 1 Division: Coimmunity: a 111 1 " Lot# Address: 3 74 (fie A l,J ll 115D City: SSA^ Z d Orientation: • F_ State: Zip code: 3 Z 73 Electrical Meter # Gas Meter # Foundation: R&Slab Crawl Space* Basement** Above Conditioned Space If Crawl Space: Enclosed Vented Conditioned **If Basement: 50 percent below grade List all deficient items, general notes, and recommendations (attach additional notes if necessary) R SR (R-Re uired; SR -Strongly Recommended) W-1J/I i (( AS i c i -Fa ;p -- c q cf 5,S I Ala 1-4, 1 e e %o;S e j r7e s e,-.r le ..1 i 1.-s' e Additional deficient items are listed on page 2 R6. Duct Leakage @ 25 Pascal*: Total ( cfm25) Unconditioned (cfm25) Cond. Area (ft2) System 1) 1 cfm25 3'7 cfm251 - 2 , 4 Z (ft2 = System 2) 1 cfm25 cfm251 - ft2 = System 3) 1 cfm25 cfm251 - ft2 = t( 2. Infiltration CFM50*: 1 40 Total Leakage (%) Leakage to Unconditioned (%) Total II • 53 % to Unconditioned Total % to Unconditioned Total % to Unconditioned 60 / Z 1 t " ' Z = 44.11 (Final) Cu. Volume ACH50 t. 5'Ifk ( '^r,ii ri ri"(eamati_'rrv75elmperson (IcLrn/1t)(1s1 ccrxfrtutn dstaeej 1 T. A nbct t7= nsl lEM:NOT.j s A l.ol: Total Ienj-- i"'ation t ecded. A LED Testing procedures compliant with 2009 IECCR402.4.2.1 Envelope and R403.2.2 Duct Leakage and 2012 IECC R402.4.1.2 Envelope and R403.2.2 Duct Leakage. See local code official and code book for specific parameters.) Inspection Result: 5KPASS FAIL N/A (Re -inspection Required if Fail is Checked) Duct Blaster Result: S FAIL N/A (Re -inspection Required if Fail is Checked) Infiltration (Final Inspection): PASS El FAIL N/A (Re -inspection Required if Fail is Checked) HERS Provider: HERS Rater Signature: Builder Employee Signature: PEG HERS Co. Name: 15Lightyears uilder Company Name: Ryan Homes Date: PEG LLC 11130 Fairfax Blvd. Fairfax, Va. 22030 703-934-2777 1- DESCRIPTION AS FURNISHED: Lot 84, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. n BOUNDARY FOR / CERTIFIED TO: Dimple Shroff; NVR.Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 77 LOT 78 kl N OOP 9 O9" W REC. 5/8" I.R. REC. 5/8" I.R. 40. 00' NO I. D. NO I.D. ti o os 1hoho. gyp LOT 84 i 28.47' 28.47' 38.47' 3.4'x3.4' 76,0, 5.00' AC PAD oCONC. o { CONC. 5.00' 5.00' 30.0' jj3 O o O O TWO STORY O LOT 85 O RESIDENCE O LOT 83 1\. F.F.= 30.64' r} 00 CID COV'D. CONC. 5.00' 8 7' 0 v 8.7' LC 21.3' 5.00' W N 13.67' 16' YI BRICK WALK BRICK DR. 25.20' - - - 25.20 0F2' 10' UTIL. 0.2' 6 OFF 0• p, 142 92' P.C.OF REC. 5/8"" I.R. 5" CONC. WALK REC. 5/8" I.R. NO I. D. NO 1. D. B.B.)N 00019' 09" W 40, 00' IL G 4C, ,LgG o 1 CRAWLEY DOWN LOOP (50' PRIVATE R/W) BUILDING SETBACKS: AS FURNISHED PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW C GFO IMPERVIOUS COVERAGE = 2,230t SQUARE FEET OR 46.5% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A LOT4,800± SQUARE FEET SIDE 7.5' FOR 60' LOTS SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS = 30.6' LIVINGONTAINSAREACONTAINS 1 548t SIDE STREET = 25' Q(L CONC/LANAI/PORCH CONTAINS 682i SQUARE FEET CRUS'E'NrYl KER-,SCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (40.7)-658-1436 I P = PLAT P.O.L. = POINT ON LINE TYR. TYPICAL NOTES: F = FIELD P. = IRON PIPE P.R.C. = POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LP, - IRON ROD P.C.C. ' POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.0,27, FLORDA STATUES C.M. CONCRETE MONUMENT RAD. = RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. = 1/2' LR. M/qLB 4596 N.R. NON -RADIAL W.P. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED 70 THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS - REC. RECOVERED PA.B. = POINT OF BEGINNING CALC. CALCULATED P.D.C. = PDINT OF COMMENCEMENT P.R.M. PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS 'HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R = CENTERLWE F.F. = FINISHED FLOUR ELEVATION S. THIS SURVEY. IS PREPARED F'OR THE SOLE BENEFl7 OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NAIL 6 DISK B.S.L. BUILDING SETBACK LINE B.M. = BENCHMARK 6, DIMENSIONS SHOWN FOR TT.'E LOCATION OF "IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ ESM RIGHTENT WAYESMT. EASEMENT B.H. -BASE BEARING 7. BEARI,!G!'; ARE B4SF.O ASS'JMEO DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ARE BASED•ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. DRAINAGE UTIL. = UTILITY CLFC. CHAIN LINK FENCE B. ELEVAPONS, IF SHOWN, 9. CERTIFlCATE OF AUTHORIZATION No.;y9S. W.FC. WOOD FENCE C/B CONCRETE BLOCK SCALE I - I" = 20' DRAWN BY: PC. - PDINT OF CURVATURE P,T. = PDINT OF TANGENCY ORDER No. CERTIFIED BY: DATE - _ DESC. • DESCRIPTION R =RAnns PLOT PLAN 10-13-17 4782-17 L = ARC LENGTH DELTA FORMBOARD FOUNDATION/ELEVS. 02-15-18 926- 18 DC = CHORD C.B. ' CHORD BEARING NORTH I- FINAL/ELEVS. OS-16- 18 2870-18 L.S- lTHISBUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM CRUSE hlER.L. - 4714 4801 ZONE "X" MAP N 12117CO09OF (09-28-07) SS W. SCO R.LS J(