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HomeMy WebLinkAbout1805 Holly AvePLn K 6 ld CITY OF SANFORD BUILDING & FIRE PREVENTION f, .,,,n PERMIT APPLIC TION D J;, JUL 13 3017 PPA Gcation No: By,_DA rented-C-onstruction Value: $ 8 0 d Z 0 2 (0"18. 00 Job Address: 1805 HOLLY AVE SANFORD, FL 32771 Historic District: Yes No Parcel ED: 36-19-30-521-0000-0150 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family House per Plans Plan Review Contact Person: Roderick Waller Title: CEO Phone: 772-201-2850 Fag: 772-907-0420 Email:rodwallerl@gmail.com Property Owner Information Name GOLDENRULE HOUSING & COMM DEV CORP INC Phone: 407-272-1679 Street: 417 E 2ND ST, I Resident of property?: YES City, State Zip: SANFORD, FL 32772 Contractor Information Name Sunrise City CHDO, Inc Phone: 772-201-2850 Street: 3550 Okeechobee Rd Fag: 772-907-0420 C City, State Zip: Fort Pierce FL 34947 State License No.: CGC1515114 v. Ngme: N/A ai Street: Clay' St, Zip: q N/ABondingCompany. Address: ArchitecUEngineer Information Phone: Fag: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEME UST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Yry 14D_TQ FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DUR NOTICE F COMMENCEMENT. I S Application is hereby made to obtain a permit to do the work and installations as indicated. I cerh ation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 / V V Sake S 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. i 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 t hat all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent I U Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Aent's 7/13/17 7/1387 i"'v 0; . SOPHIA HARRIS MY COMMISSION ON p FF9970WnveeEXPIRESMay30, 2020 Contractor/Agent is erson to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical © Mechanical © Plumbing© Gas Roof Construction Type: dPS Occupancy Use: RA Flood Zone: )C - 5 Cr Total Sq Ft of Bldg: 7,011 Min. Occupancy Load: New Construction: Electric - # of Amps, Z 00 Fire Sprinkler Permit: Yes No ®" # of Heads 42. zk APPROVALS: ZONING: Ib—S.. r% UTILITIES: COMMENTS: ENGINEERING: MC. S- ZZ- 1 1 FIRE: of Stories: Plumbing - # of Fixtures % S Fire Alarm Permit: Yes No WASTE WATER: Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the C- "-Zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. BUILDING: Sl tZ- i b- t'7 Revised: June 30, 2015 Permit Application 0Revision —:., • City of Sanford Response to Comments Ell,"., ;Building & Fire Prevention Division NOV 15 2017 t Ph: 407.688.5150 Fax: 407.688.5152 fit Email: building@sanfordfl.gov Permit # 1 " Submittal Date ( V'1 Project Address: l O OS T40 I A\le-- Contact: V -kJU (A Jn 1I`e.r- Ph: "d I' c d 5 U Email: rrndWalIe-r10Qrna; L,ca&j Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building CITY OF SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2134 Date: 11/01/2017 Project Description: New SFR Contact Name: Roderick Waller Job Address: 1805 Holly Ave Contact Email: rodwallerMpmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofaffected elan sheets and/or supplemental information as requested. Permit submittals will not be accented without two copies. COMMENTS: he plans are required to include an Index/Cover sheet, in accordance with F.A.C. 61G15-23.001. Please submit two (2) copies. FBC 107 2. The foundation page call outs for footing details are incorrect — C/A-2 is called out for a step up in the garage but the footer detail is for an exterior wall thickened edge; B/A2 is called out for a normal exterior wall footing but the footer detail is for a garage curb. All footer call outs need to be reviewed and revised as necessary. FBC 107 3. There is no footing indicated at a bearing wall between the garage and bedroom #2. Please indicate the correct location and correct type of footer at this bearing wall location. Two (2) copies of a revised plan page are required. FBC 107 4. There are duplicate plan pages in the construction plans — pages A4 & A5 are the same. Please remove one of the pages for clarification. FBC 107 lan pages AI I & Al2 include duplicate details with different call outs. Please review all details and remove any duplicates for clarification. FBC 107 Z. R Z P t-S t S+n>:. 6. The floor plan shows the dryer vent exiting through the exterior wall while the hvac duct layout shows the dryer vent existing through the roof. Please revise accordingly so both the plans and duct layout are the same. FBC 107 7. The Truss layout on the plans are not the same dimensions as the rest of the house on other plan pages. Please review and revise accordingly so that the dimensions match the actual design of the house. FBC 107 8.(;'he Truss package submitted and the truss layout on the plans do not match — truss id's, truss spacing, and uss types are different. Both the truss layout on the plans and the truss layout from the truss engineer are required to be the same. Please review, revise as necessary and submit two (2) copies. FBC 107 fteo% FRA+ lku. i ho t* 3 L"S,- 1.31 tAfG_ I- 9 The Truss Engineering has been designed for a wind speed of 139mph while the plans have been designed for 60mph. The plan design and truss engineering design are required to be the same. Please revise as necessary. FBC 107 10. Please submit two (2) copies of a Plumbing DWV (drain, waste and vent) riser. Riser shall include all sanitary pipe sizes and venting FBC 107 11. Please submit two (2) copies of an Electrical Load Calculation. Load calculation shall figure all loads for the home and indicate the required service size. The service size shown on the Electric Load Calculation needs to match the service size shown on the plans — otherwise the electrical page of the plans will require revising. FBC 107 aPlease submit two (2) copies of a Sanford Product Approval Specification Form indicating the Florida duct Approval Ws (with decimal) for the following products: exterior doors, windows, window mullions, soft, roofing underlayment and roof shingles. FBC 107 Q13.13. The product approval submitted is incomplete. Only the products installed on the home are to be mitted. Also, the corresponding installation instructions are required to be printed out. Some of the product approval submitted was cut off by the printer and could not be read. All product approval must be on the same format (size of paper). Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the items listed in Comment #12. FBC 107 This review is incomplete due to the missing and inconsistent information.** Two (2) copies of all documents are required.** 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 meetinues wills lire plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- A"- • %L CITY OF SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2134 Date: 11/29/2017 Project Description: New SFR Contact Name: Roderick Waller Job Address: 1805 Holly Ave Contact Email: rodwallerIftmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordFl.eov. Provide two conies ofaffected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 214D REVIEW COMMENTS: ORIGINAL COMMENT L The plans are required to include an Index/Cover sheet, in accordance with F.A.C. 61G15-23.001. Please submit two (2) copies. FBC 107 2ND REVIEW COMMENT This comment has not been answered. A cover sheet is required — cover sheet must include all of the required information as stated in F.A.C. 61G15-23.001, including an index for the plans. ORIGINAL COMMENT 5. Plan pages Al I & Al2 include duplicate details with different call outs. Please review all details and remove any duplicates for clarification. FBC 107 2ND REVIEW COMMENT This comment was partially answered — now the plans include two (2) "Al2" plan pages that have the same details as plan page "A 1127. Also the Structural Notes state the wind speed is 120 mph on sheets Al I & Al2. The minimum wind speed is 139 mpg. Please revise as necessary. ORIGINAL COMMENT 8. The Truss package submitted and the truss layout on the plans do not match — truss id's, truss spacing, and truss types are different. Both the truss layout on the plans and the truss layout from the truss engineer are required to be the same. Please review, revise as necessary and submit two (2) copies. FBC 107 2ND REVIEW COMMENT This comment has not been answered. The truss id's on the plan page are different than the truss layout from the truss engineer. The layout of the trusses also do not match. Alp . ..qft ORIGINAL COMMENT 9. The Truss Engineering has been designed for a wind speed of 139mph while the plans have been designed for 160mph. The plan design and truss engineering design are required to be the same. Please revise as necessary. FBC 107 2ND REVIEW COMMENT Sheet A7 shows the wind design at 160mph. The trusses and rest of the plans are designed for 139mph. Please revise the 160mph to the correct wind speed. ORIGINAL COMMENT 12. Please submit two (2) copies of a Sanford Product Approval Specification Form indicating the Florida Product Approval #'s (with decimal) for the following products: exterior doors, windows, window mullions, soffit, roofing underlayment and roof shingles. FBC 107 2ND REVIEW COMMENT This comment has not been answered ORIGINAL COMMENT 13. The product approval submitted is incomplete. Only the products installed on the home are to be submitted. Also, the corresponding installation instructions are required to be printed out. Some of the product approval submitted was cut off by the printer and could not be read. All product approval must be on the same format (size of paper). Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the items listed in Comment #12. FBC 107 2ND REVIEW COMMENT This comment has not been answered This review is incomplete due to the missing and inconsistent information.** Two (2) copies of all documents are required.** 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 tie plaits examiner to discuss comments will require an appointment arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12/20/2017 I hereby name and appoint: Cynthia Smith an agent of. SUNRISE CITY COMMUNITY HOUSING DEVELOPMENT ORGANIZATION, INC' 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): 0 The specific permit and application for work located at: 1805 HOLLY AVE SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: RODERICK WALLER State License Number: CGC15A5114 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole 0 The foregoing instrument was acknowledged before me this 20 day of December , 20017 , by Roderick Waller who is a personally known to me or o who has produced identification and who did (did not) t ke aAoat Signatur ftQtary ' IA HARRIS Sophia Harris Print or type nameMYCOMMISSIONttFF997093yp EXPIRES May 30.2020 pory79e4+a7 Faant+arry5uvce.cem Notary Public - State of Florida Commission No. FF997093 My Commission Expires: 2020 Rev. 08.12) as o RIO1877=1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Roderick Waller Firm: Sunrise City CHDO, Inc. Address: 3550 Okeechobee Road City: Fort Pierce State: FL Zip Code: 34947 Phone: 772-201-2850 Fax: 772-907-0420 Email: rodwallerl@gmail.corn Property Address: 1805 Holly Avenue Property Owner: Goldenrule Housing 8 Community Development Corp Parcel identification Number: 36-19-30-521-0000-0150 Phone Number: 407-272-1679 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) FIC IAL US • N Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2134 Reviewed by: Michael Cash, CFM Date: July 19, 2017 SEMINOLE COUNTY MOLT/ IUR/SD/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselbery, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7-13-2017 I hereby name and appoint: Sadiqa Muhammad an agent of: Sunrise City CHDO 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): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 1805 Holly Dr Sanford FI 32711 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Roderick Waller State License Number: CGC1515114 Signature of License Holder: STATE OF FLORIDA COUNTY OF V' i 0Q o The foregoing instrument was acknowledged before me this day of 20 ! , by 213±r;ck W&LI bwho is [personally known to me or 0 wh as produced and o '' (d an oath. SOPHIA HARRIS MY COMMISSION p FF997093 c EXPIRES May 30, 2020 401) 39a-a 53 pID NOts COM as identification FFhnt or type Notary name Notary Public - State of VInr j Ci Commission No. My Commission Expires: Mai 20, QrG c THIS INSrUMENT EPARED Y: _ r I IIIIII IIIII IIIII IIIII IIIII ' Nam Address: GRANT MALOYr SEMINOLE COUNTY CLERK ) F CIRCUIT COURT & COMPTROLLER 1 BK 8974 P9 1564 (lPss) CLERK' S a 17 NOTICE OF COMMENCEMENT RECORDEDT08/21/E017902:17:03 PM Stale of Florida RECORDING FEES $10.00 RECORDED BY ,ieckenru County of Seminole 00M/ y, Permit Number. Parcel ID Number. LD I ° JlJ ° I o ° 015® 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. OF PROPERTY: (Legal deacrlption 91 the property aatd.street address If GENERAL DESCRIPTION OF IMPROVEMENT: OWNER Name: / ' Address: Fee Simple Title Holder (If other than owner) Name: Address, Persons within the State of Florida Designated by Owner upon whom notice or other documenta-may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Llenors Notice as Provided in Section 713.13(1)(b), Florida Stables. Expiration Dat° of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledg and bell i . ownersor N- 71emsIUbrMe Suhae 713.13(1)(e): ' The tyrl(or mast Npn the nolk - or ooemwwemeM fmd & one ebs may be pem MG bo sign In his or her stead' State of ` —Z County of S-P—W y,.% — The foregoing Instrument was acknowledged before, me this _ day of C' ir by ,0- 'Cr . S 1 \ _ Who Is personally known to me L!d' Name of person melting ebderrraM OR who has produced Identification type of Identification produced: I - yr CL Awzsa— rf_ LI118AE DRIKOWM Notary Signshae W CM441EXQ1 ION I FF 15217 IRES: wst It 2118 CERTIFIED COPY - GRANT MALOY CLERK OF THE CIRCUIT COURT AND COMPTROLLER SEMINOLE COUNTY, FLORIDA, `•. hywa DY&Nd DEPUTY WRK AUU 21 2017 Construction Contract Case Number: 0QD3 Date: Owners Name(s): Goldeorule Housing & Community Development Corporation, Iua Phone #: 407-8 8-3759 Cynthia Smith, Executive Director Phone #: 407-878-3759 THIS CONSTRUCTION CONTRACT ("Contract") dated as of JULY 20_, _2017_ by and between _GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORATION (GOLDENRULE)_ ("Owner") and _ROD WALLER_ Contractor"). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. Work. Contractor shall construct the items identified in Exhibit "A" ("Work") in accordance with the Contract Documents, as identified in Article 8 of this Contract on property which is located at _1805 HOLLY AVE., SANFORD, FL 32771_ ("Property"). Article 2. Contract Time. The Work will be completed on or before _90 DAY OF NOTICE OF COMMENCEMENT APPROVAL_ ("Completion Date"), subject to modifications in approved Change Orders. The Completion Date shall be the date when the Work is sufficiently complete in accordance with the Contract Documents so that Owner can occupy or utilize the Property for its intended use ("Substantial Completion"). If Owner will pay Contractor for all or part of the Work with funds advanced by a lender, Substantial Completion shall be the date as defined by the loan documents. Before starling the Work, Contractor shall submit to Owner for review an estimated progress schedule indicating the starting and completion dates of various stages of the Work. Article 3. Contract Price. Owner shall pay to Contractor an amount equal to _$909000 ("Contract Price") for completion of the Work. Article 4. Change Orders. Any increase or decrease in the Contract Price, change in the Work or change in the Contract Time must be set forth in a change order signed by Owner and Contractor and approved by the Lender ("Change Order"). GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Form 3734 Pose ! of 7pages) Article 5. Payment Procedures 5.1. Progress Payments. Contractor shall submit to Owner a request for payment in a form agreed to by Owner and Contractor and approved by Lender ("Request for Advance") which shall cover a period of at least 30_ calendar days. Within _5_ calendar days after a Request for Advance is presented, Owner shall notify Contractor if Owner has any concerns about the Request for Advance that Owner believes should be resolved before Owner pays the amounts specified in the Request for Advance, and, in this event, Owner and Contractor shall promptly meet to address such concerns. Owner shall pay Contractor percent (_216) of the full amount covered by the Request for Advance within calendar days from the day it was presented while retaining percent (_ 6) thereof ("Holdback") to be paid simultaneously with the final payment. Payment may be withheld for: (1) failure to perform the Work in accordance with the Contract Documents; (2) defective Work that is not corrected; or (3) failure of the Contractor to pay subcontractors or to pay for labor, materials or equipment when due. 5.2 Final Payment. Final payment of the balance of the Contract Price including the Holdback shall be made in accordance with the following procedures: a. When Contractor considers the Work complete WITH CLOSE OUT IN HAND, Contractor shall notilj Owner in writing. Within a reasonable time thereafter, Owner and Contractor shall inspect the Work. Promptly after such inspection, Owner shall deliver to Contractor a written punch list of the items that must be completed in order for the Work to reach final completion ("Final Completion). Alternatively, Owner shall deliver to Contractor a written statement that Final Completion has been reached because no punch list items remain to be completed. b. If Owner delivers a written punch list to Contractor, then Contractor shall deliver to Owner a written notice that the Work is finally complete when Contractor believes that the punch list items have been completed. Then Owner and Contractor shall promptly inspect the punch list items. Promptly after such inspection, Owner shall deliver to Contractor either (i) a written statement that Final Completion has been reached or (ii) another written punch list of the items that still must be completed in order for the Work to reach Final Completion in which event the punch list procedure described above shall be repeated until all punch list items have been completed. C. When Final Completion has been reached and after Contractor has delivered to Owner all maintenance and operating instructions, schedules, guarantees, certificates of inspection, marked -up record documents and other documents, Contractor may make application for final payment following the procedure for progress payments. The final Request for Advance shall be accompanied by all documentation called for in the Contract Documents, together with complete and legally effective releases or waivers (satisfactory to Owner and Lender) of all potential liens arising out of or filed in connection with the Work. GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Form 3734 page 2 oj7 pages) Article 6. Interest. Payments due and unpaid to Contractor shall bear interest at the rate of the lower of percent (_2_0/o) per annum or the maximum rate allowed by law at the place of the Work. Article 7. Contractor's Representation. In order to induce Owner to enter into this Contract, Contractor makes the following representation: Contractor has familiarized itself with the nature and extent of the Contract Documents, Work site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing of the Work. Contractor is duly licensed to perform the Work as required by local laws and regulations. Article 8. Contract Documents. The Contract Documents which comprise the entire Contract between Owner and Contractor concerning the Work consist of this Contract, Exhibit "A," the Plans and Specifications, all Change Orders and Article 9. Contractor's Responsibilities. 9.1. Performance. Contractor shall perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of constriction. 9.2. Personnel. Contractor shall provide competent, suitable personnel to survey and Jay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Property. 9.3. Furnished Items. Contractor shall furnish and be fully responsible for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 9.4. Materials. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable supplier. GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Form 3734 6-ge 3 of 7poga) 9.5. Subcontractors. Contractor shall be fully responsible to Owner for all acts and omissions of its subcontractors, suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create any contractual relationship between Owner and any such subcontractor, supplier or other person or organization, nor shall it create any obligation on the part of Owner to pay any such subcontractor, supplier or other person or organization except as may otherwise be required by laws and regulations. 9.6. Permits; Inspections. Contractor shall obtain and shall pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work. Contractor shall give all notices and comply with all laws and regulations applicable to furnishing and performance of the Work. 9.7. Taxes. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by Contractor in accordance with the laws and regulations of the place of the Work which are applicable during the performance of the Work. 9.8. Use of Premises. Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Property, and shall not unreasonably encumber the Property with materials or equipment. Contractor shall be fully responsible for any damage to the Property or areas contiguous thereto resulting from the performance of the Work. During the progress of the Work, Contractor shall keep the Property free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, Contractor shall remove all waste materials, rubbish and debris from and about the Property as well as all tools, appliances, construction equipment and machinery, and surplus materials, and shall leave the Property clean and ready for occupancy by Owner. 9.9. Record Documents. Contractor shall maintain in a safe place at the Property one record copy of all drawings, specifications, addenda, written amendments, Change Orders, and the like in good order and annotated to show all changes made during construction which will be delivered to Owner. 9.10. Safety. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall comply with all applicable laws and regulations relating to the safety of persons or property. 9.11. Continuing the Work. Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with Owner. 9.12. Damage to the Work. Contractor shall repair or replace, at Contractor's sole GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Form 3734 Pogo 4 of 7paga) expense, every portion of the Work that is damaged or destroyed prior to Final Completion and caused in whole or in part by the acts or omissions of Contractor. Notwithstanding the foregoing, Owner shall bear the cost of such repair or, replacement if the sole cause of the damage or destruction of the Work was Owner's negligence. 9.13. Warranty. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. If within one year after the date of Final Completion or such longer period of time as may be prescribed by laws or regulations or by the terms of any specific provision or applicable special guarantee in the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions, promptly either correct such defective Work, or if it has been rejected by Owner, remove it from the Property and replace it with nondefective Work. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work collected or the rejected Work removed and replaced, and all direct, indirect and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) will be paid by Contractor. 9.14. Indemnity and Hold Harmless. Contractor shall indemnify and hold harmless Owner against all loss, liability, cost expense, damage and economic detriment of any kind whatsoever that arises out of or results from performance of the Work but only to the extent caused in whole or in part by the acts or omissions of the Contractor. 9.15 Related Work at Property. Owner may perform other work at the Property which is not part of the Work by Owner's own forces or let other direct contracts therefor. Contractor shall afford Owner's own forces and each other contractor who is a party to such a direct contract proper and safe access to the Property and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of Owner and the others whose work will be affected. Article 10. Insurance. 10.1. Contractor's Insurance. Contractor comprehensive general liability and other insurance performed and furnished with limits shall purchase and maintain such as is appropriate for the Work being and features as follows: Before any Work is started, Contractor shall deliver to Owner certificates (and other evidence of insurance requested by Contractor) which Contractor is required to purchase and maintain. GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Forth 3734 page 5 of 7pag6) 10.2 Owner's Insurance. Owner shall be responsible for purchasing and maintaining Owner's liability insurance and other reasonably appropriate insurance. Article 11. Termination. 11.1 Termination by Owner. If the Contractor breaches any of its obligations under this Agreement, then Owner may give Contractor written notification identifying such breach. If Contractor has not cured such breach within seven (7) calendar days from its receipt of Owner's written notification or if such breach cannot be cured within such seven (7) day period, then if Contractor either does not begin cue within such seven (7) day period or fails to diligently prosecute cure to completion, Owner may terminate this Contract and take possession of the Work. Alternatively, instead of terminating the Contract, Owner may cure the breach and deduct the cost thereof from amounts otherwise owed to the Contractor. 11.2 Termination by Contractor. If the Owner breaches any of its obligations under this Agreement, then Contractor may give Owner written notification identifying such breach. If Owner has not cured such breach within seven (7) calendar days from its receipt of Contractor's written notification, or if such breach cannot be cured within such seven (7) day period, then if Owner either does not begin cure within such seven (7) day period or fails to diligently prosecute cure to completion, Contractor may terminate this Contract. Article 12. Miscellaneous. 12.1. Assignment of any rights or interests under this Contract shall not be binding on any party to this Contract without the written consent of such party. Payments due under this Contract may not be assigned. Notwithstanding the foregoing, the Owner hereby assigns all of its rights, title and interest in and to this Contract to the Owner's lender, _CENTENNIAL BANK_, having an address at _970 RINEHART ROAD, LAKE NIARY, FL 32746- 1555_, as additional security for the loan. The Contractor hereby consents to such assignment. Notwithstanding anything to the contrary in this Contract, upon a breach by the Owner of this Contract, the Contractor shall give the lender notice of such a breach, at the address set forth above, and provided that the Owner or the lender cures such default within a reasonable period and continues to pay the Contractor all amounts due under this Contract, the Contractor shall continue to perform its services under this Contract. 12.2. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives, to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. 12.3. This Contract and all issues, disputes and matters arising out of it shall be governed by and construed in accordance with the law of the state in which the Property is located, exclusive of that body of law governing conflicts of laws. GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC. Fannie Mae Form 3734 page 6 of 7 pages) IN WITNESS WHEREOF, Owner and Contractor have signed this Contract. This Contract will be effective on AfA Owner: Owner: Address givinrotices: 1 , L Contractor: U-1,, U 1 Licen Nppo. -L- I S 1 l OderiLlByUI%A 1 r Address for giving notice p 1 Grp >;, we EC 2Y2 7,2 GOLDENRULE HOUSING & COMMUNITY DEVELOPMENT CORPORTATION, INC Fannie Mae Form 3734 Page 7 of 7 pages) REQUIRED INSPECTION SEQUENCE Rpg 11. 7 \ B•o"im; PeRmr min Max IIns ecdonn IIDesen n don. Footer / Setback Stemwall Ip Foundations/ Form Board Survey to Slab [ Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell 3o Sheathing- Walls- 30 Sheathing- Roof - Roof Dry In so Frame Insulation Rough In Firewall Screw Pattern 7 c0 Drywall / Sheetrock O 70 Lath Inspection Final Solar SO Final Roof Final Stucco / Siding 7 Insulation Final Final Utility Building Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Farnify Residence Final Building Other Addy ss: 14 rN ,!:,— _..... , A,,r- tiFff,:EG'QCAE, vftE_ aT — — min maxmax IIns eetion IIDesen•u tionn Electric Underground Footer / Slab Steel Bond 2.0 Electric Rough T.U.G. Pre -Power Final Electric Final l C-KtCAL'1?.0 i%[ET A91u® max IIns^ection IIDescru_tion Mechanical Rough Mechanical Final NI[n® max ]Cans ectuon IIDescab taonn Gas Underground Gas Rough Gas Final REVISED: June 2014 CITY OF RECORD COPY 11 Ski4F,ORD Building and Fire Prevention Division FIRE DEPARTMENT PRODUCT APPROVAL SPECIFICATION FORM 17-2134 Permit # Project Location Address, 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 Masonite Front Door FL# 4334.1 Swinging Therma-Tru Side Entry Door FL# 5891.1 Sliding MI Windows & Doors Sliding Door FL# 15332.2 Sectional C.H.I Gara a Door FL# 15012.16 Automatic Other 2. Windows Single Hung MI Windows & Doors Series 185 Aluminum FL# 17499.2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 wr• Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Amerimax Standard V Panel FL# 5896.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko FL# 18355.1 Underla ments Mid -States FL# 17401.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 Business & Professional ' • ! BCIS Home I lap In I User Registration Hot Topics I Submit Surcharge i Slats & Facts I Publications I FBC Stag I SCIS Site Map I Links I search I Florida re 0ProductUSER: Approval USER: Public User trlareN Yo PmEuQ Approval Menu > Duct or Aooliratlon Search > Application List > Application Detail FL * FL4334-R9 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 Masonite international Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 12/18/2017 Florida Building Code Online Page 2 of 3 Date Revised 12/15/2017 FL # Model, Number or Name I Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 11 FL0120.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 504B.odf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.P2F Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0121.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 503B.odf 3'-0" x 8'-0" max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side -hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC N1005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure. +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.Ddf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.odf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional Information. 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0121.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional information. 4334.5 I Fiberglass Side -hinged Door Units - 16'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by Certification Agency Certificate FL4334 R9 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDgttSMGyvgTun... 12/18/2017 Go LD HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT a o 6'-B' DOUBLE DOOR WITH / WITHOUT SIDELITES a - 3c GENERAL NOTES a cQi I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM Z ~ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ W 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF 3 A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EBa. a. PLASMS TESTING OF FIBERGLASS FACING: 1 TEST DESCRIPTION OESIGNATION RESULT yG?Lr 3 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOO 1 IXeRNa N D - ClydTiTa6o Hu x 0 Az RNiF e06T. 0. j y JQuiaI -aE 00 D0 00 00 00 00 00 0o N(A M<_ 00-00WWO Z WU Oj00000000: .00 00:gxca d 00 0000 00 00 00 00,100 cmaN O SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGS UNIT SINGLE DOOR UNR SINGLE DOOR UNIT W/SIDELRES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELRE WITH SIDELIIE S I w O1-1-1-1.zdlPERFORMANCE /` / 1_ . arc: 2 11 05 i "'1 WALL' N.T.S. 37.5 0.0 XX 403 50.5 ttrfa an SWS 40.0 KURT BALTHAZOR oar. FLORIDA P.E. Nigh am hreWhold Oestgn /56533OWC--TLOUZO-OS War 1 or 3 TABLE OF CC SELF IGNITION TEMP ASTM 01929 754 'f > 1i50 'F RATE OF BURNING ASTM 0835 0.5/ IN N C-1 SMOKE DENSITY ASTA 028a3 S3.ax TENSILE STRENGTH' ASTM 0838 3.21f, OIFF CONTENTS SHEET / DESCRIPTION t I ELEVATIONS k GENERAL, NOTES 2 ANC R OCAT N k J ANCHORING IOCJtT10N5 8: 0 NUS II9 MAX OVERALL FRAME WIDT DESIGN PRESSURE RATING WHERE WATER INFILTRATION I REWIRED TO BE 151C OF DESIGN PRESSURE C N I MAX WON INSWING 0 W INSWING 0 SWI OUTSWING• x 70.0 70.0 - t !!,2 -t9.0 0 a 55.0 a0.0 55.0 - OX or XO 75 50.5 S 55.0 -50. 19.0 -19. S0. oxo tts.s o - t9. -t . ao. -s .o ss. -SO.s xxo to t . -t .o o. -a . J 8' .r SEE DETAIL }. } 6 I ¢ ' III } f 3. ft fk r}{ SEE DETAIL C' II I I I 16' 6' 6' 6' 3' —I I I I B AOe A I I 8' i t 3 ] 6' I I b h N 0 SEE DETAIL 0W W Yf G • e I F 3' f I 4 I—3.1 6. SEE DETAIL 6' 18 x 2-1/2" 8 x 2-1/2" 110 x 2' 10 x 5/8" DETAIL "E" ASTRAGAL 8 z " 10 x 1" ATTACH ASTRAGAL RETAINER BOLT 2-1/2 10 x 5/8" STRIKE PLATE TO FRAME 0 # 10 x I" AS SHOWN. 0.124• ARItDUFo 10 x 2" 0.ow• sww M — DETAIL "C" M0 ltlmbgAlY 0.124' ROXAlEO— DETAIL "D" • GrmldmuL. pAWY•Iu11 OR BurnSrAM 0.9621 T OUTSWING THRESHOLD 6' ME DETAIL 0 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 0EO0RA11YE O/SO.il orTw"AU 012P 1GD. X 1-1/2• rHS oow 6" OR EOIML 0 a to O O Ck: J 10aoQ a= U LL1 3 OW-NA-R0120-03 SHIM or L SEE DETAIL C' SHT. 2 AakldmbNNO CuEtltfbnt4:. o F' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOADS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". HIM, W a SEE DETAIL N '0' SHT. 2 J 0 0W Y -d I In I I I I I I I 1 II G H II II 9 II 6. 3' —I 3.6 6' 3- 6' 6' 1.25' 17MIN — 0.25- SHIM CL a TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARTIWARF SCHFOUI F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2- CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. t. MINN 0.25MAX SMIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION I-xI/2' CORRUGATED /10X2' WOOD SCREW 3' FROM EACH END 6' FROM EACH END AND 7' OC ANO 12' OC I ACRY C CAULKuSW4-iCLCAULK I COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 2jogD xSCR'EWS EACH ENO WOUmZS arc 2 1 1 05 sulc N.T.S. wo or. SINS CHIC. we. COMPOSITE ORAWNG fa - MULLION (INTEGRAL) OwG- -n0120 sMar 3 as 3 Florida Building Code Online I. Page 1 of 3 SCIS Home I Login I User Registration Hot Topics I Submit Surcharge I Stars 6 Facts Publkatlons FBC Start SCIS Site Map Unks Search Florida r Product Approval qp aa tt ya I USER: Public User traratani raar Product Aooroval Menu > Product or Aooliratlon Search > Application Ust > Application Detail FL # FL5891-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. 10 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard Year SSTD 12 1999 TAS 202 1994 Method 1 Option D http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquw6mPIZhp%... 12/18/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 06/13/2015 06/28/2015 07/05/2015 08/18/2015 10/17/2017 FL # Model, Number or Name Description 5891.1 a. "FiberClassic" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 RS Il Inst 5891.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 5891.1 for Design Pressure Ratings by FL5891 RS AE Eval 5891.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.2 b. "SmoothStar" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R5 II Inst 5891.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by FL5891 RS AE Eval 5891.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For SmoothStar doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.3 c. "ClassicCraR" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R5 11 Inst 5891.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 5891.4 d. "FiberClassic" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R5 II Inst 5891.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 5891.4 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.5 e. "SmoothStar" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R5 11 Inst 5891.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.5 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For SmoothStar doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) http://www.floridabuilding.org/pT/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhp%... 12/18/2017 THERMAITRU 0 9 THERMA TRU DOORS 1 18 INDUSTRIAL DR.. EDGERTON. OH 43517 3'0" X 6'8" FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING IMPACT' GENERAL NOTES 1. This product has been evaluated and is In comp8ance with the 51h Edition (20141 Roddo Bolding Code (FBC( structural requirements exci ud'rrlg the High VeWtV Hurricane Zone' (HVHZ). 2. Roduct anchors shag be as fisted and spaced as shown on defogs. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets nrissge level -O' and exctudes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 o1 the FBC. 4. For 2x stud framing consfrucflon, anchoring of these units shag be the same as that shown for 2x buck masonry, construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a kensed engineer or registered architect. TABLE OF CONTENR SHEErf DESCRIPTION 1 Typical elevatiom, design Ixessues d generd notes 2 Door panel detaBs 3 Horizontal cross sections 4 vertical cross sections 5 Buck and frame .2X buck mmonry construction 6 Frame anchoring - I X buck masonry comhuction 7 N of Motenot; d components 3159' MAX. OA FRAME WIDTH 36.ar MA, PANG WIDTH o o 11LjJjjJjj I POSITIVE NEGATIVE INSWING 37.5r x 82.19" 67.0 67.0 OUTSWING 37.59' x 60.69- 67.0 67.0 49 0 Zg 1 t N.T.S. or AL or LFS vrc w: FL-5891.1 a 1 0ri L S -JA EXTERIOR ' w•' joingoi N7ria 4 : ,hluffl R e ulJJJ•.'yY • INTERIOR a r. " ' 57 56 3 1 HORIZONTAL CROSS SEC1 ON 3 EXTERIOR INTERIOR e 1 ss o0o r RAI u 11 E aCLL.' o SO DOORIAA1VElk' N VERVCAL CROSS SECDON _ Z I WE s 2.308 i sufc N. T.S. HI E fil! SS R R1M 1 o c. en AL m' u«. er•. LFS ; oKwm ra: FL-5891. 1 e I.m . 2 or 7 O 4 4 E .. • •• • INTERIOR 1p 10 0• vs t o P ll*111 ,``` Q 2 P•Z 17 2 EXTERIOR 5 v 1 0 3 50 74 3 3 8 . a 20 E C Aix s 1•I/PMIN. D gV 3 4 EMe. R1 P.I K 4 4 3 HORIZONTAL CROSS SECTION Lffi IC 3 Shwn ow/1 x sub•buck v 3 0 27 9 50 10 INTERIOR INTERIOR 10 o v v • Lo 0: oW h O ti W 7 EXTERIOR EXTERIOR 50 7 r m ln4) aKMWK "''zK 20 asc 4 2J 08 i mL N. T.S. 8 C s 8 0 0. or. AL o 1•U4'MIN. E a: LFS 3 EMS. (rYP.) cac 1 HORIZONTAL CROSS SECTION 2 FMB. (1YPHORIZONTAL CROSS SECTION11/r• MI .l °RA FL_ 5891. 1 ° o 3 Inswing conrgu lion 3 Inswkv conrigmuon a sxar J m 7 O y. b S a r/fir * i p OSi i E % a . r1 a p] v Q• i { s O add d A Z d li Cf C d SO ly SO 19 a INTERIOR EXTERIOR a 81W' INTERIOR EXTERIOR V. 1 VERTTCAI CROSS SECTION Z VERTICAL CROSS SECTION m i 4 WwIngconrgumbon 4 3hownw/1Xwbjawk c QQ C. 1 jJ INTERIOR EXTERIOR EXTERIOR INTERIOR R WO 0 SO 34 VE o0 184]4" P. so 3 E E t• G. 2N arc 4 23 08 = n • ,' ' ' a • e srxc N.T.S. Orn or. AL m' 3 VERTICAL CROSS SECTION r4*N VERTICAL CROSS SECTION CML W. US 3 q uw*ing coringwwoon 4 oumving conugumHon OPAYMO NO.: d FL-5891.1 0 a wo s or _.Z O MASOI OPEN sx BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to motor joints. Y. 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 requked to enure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR,. ANCHOR MIN..:.:, MIN. CLEARANCE': M N.... ARA E TYPE...:...::.SRE EEMBEOMEM TOMASONRY:.:..: TO ADJACENT. EDGE'' ANCHOR 111W a TAPCON 1/r T-i/r r r ELCO 1/ r 1.1/r 1' r ULTRACON wwu acKtw rmmAuwnun nurn: I. Maintain a minimum 5/8• edge distance, 1' end distance, d 1 • o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAM 2X BUC FRAME ANCHORING Masony 41f buck constimlion HINGE JAMB HINGE DETAIL LATCH i DEADBOLT DETAIL c N. T.S. sn. AL m: LFS Mo on; FL- 5891.1 T 5 or 5 ZZZ A G! 1/%•ti E Op u E • S W u 1dijn MASONRY OPENING 28 G o W a m27G FRAME h TYP. HEAD 3 T IAMBS j r _' 1 y o CO W 7 SU W I BUCK R i CATCH A WAOOOLTOETAIL I STRIKE JAMS FRAME ANCHORING HINGE JAMS c LO tasonrY 1 X buck construction CONCRETE ANCHOR NOTES: Q Ir 1. Concrete anchor locations of the comers may be adjusted to maintain the min. F edge distance to mortorjoints. 3 2. Concrete anchor locoWns noted as MAX. ON CENTER' must be odiusfed to 9H o_ wmaintainthemin. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' drnensfon are not exceeded. 3. Concrete anchor fade: 0 o cQ s N Z u arc 4123108 WALL N.T.S. 9 MG.rr: AL m' HINGE OETAI! OU r. LFS 3 IphWOC ra: c FL-5891.E a1. Malntafn a MNmum 5/8• edge distance. 1" end distance. 6 1' o.c. spacinga slay 7 or 7 Oofwoodscrewstopreventthesplittingofwood. ANCHOR; ANCHOR MIN:.: •. MIN; CLEARANCE' MIN: CLEARANCE EMBEDMEM:., TO MASONRY TO ADJACENT. T1'PE•• SIZE .. EDGE. ::• ANCHOR TAPCON ITW TAPCON 3/16' 1.1/4• 3' 1.1/? WOOD SCREW fNSTALUiION NOTES: Qom' 9• b 4.56 i••. I ri!2 z n z1I a O -0ItpHEADiSLOEalambv gg iJa z 14 o: 220'j l m 4.67 I J mc 0 le LOW fROfI1F OUISWING SUMP fACE a 0.1 N u, o 0 NOTE: WOOD/LVL COMPONENTS (PINE. SG >= 0.421 I a Z eSEIfADJUNGSADDLETNRESNOID aat 4123108 s swc N.T.S. ° i am. or. AL m cm. W. LFS 3 FL-5891.1 m a sa=r 7 ar 7 0 81U Of MATERIALS REM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= 0.55 WOOD C MAX.1/a"SHIM SPACE WOOD 0 1 4" X 2.'1 4' PFH ElCO OR RVH CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMING10ASTMC90 CONCRETE G 3/16" X 3-I/4' PFH R1V CONCRETE SCREW STEEL H 1/4" x 3.1/4' PFH RW CONCRETE SCREW STEEL J 1/4' X 3-3/4' PFH IT1N CONCRETE SCREW STEEL K N8 X 2-1/2" PFH W000 SCREW STEEL L R 10 X 2' PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 P X 4' HINGE .09T 1HK. STEEL 10 M 10 X 3/d' PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIFS PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD AIUMJW000 19 HEADER JAMB PINE, S.G.>= 0.42 WOOD 20 SLOE JAMB PINE. S.G.>= 0.42 W000 21 KWIKSET SIGNATURE SERIES 780 OEAOBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 OEAOBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. SO FIBERGLASS ODOR PANEL • FIBER CLASSIC SI DOOR SKIN .070' MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.(= 6.000 PSI SMC 52 TOP RAIL COMPOSITE S3 LATCH STILE lVl WOOD 54 HINGE STILE W000 SS BOTTOM RAJ COMPOSITE 56 POLYURETHANE FOAM CORE -1.9 IBS. DENSITY FOAM 57 LOCK BLOCK REINFORCEMENT WOOD Florida Building Code Online Page 1 of 6 SCIS Home I Log In I User Registration Or* Product ApprovalUSER: Public User w Product Approval Menu > Product or Application Search > Application List > Application Detail Mot Topics I Submit Surcharge I Slats 5 Facts I Publications I FaC Staff I UCIS Site Map I Links I search I FL # FLI5012-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 C.H.I. Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur, IL 61911 217) 543-2135 Ext4273 wind loadengineering@chiohd.com Authorized Signature Pat Hunter windloadengineering@chiohd.com Technical Representative Address/Phone/Email 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 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15012 R2 COI Cert of Ind Scates s.Ddf Standard pal ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 DASMA 108 2002 DASMA 108 2005 DASMA 115 2005 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDquS73 Fr2ZyiPq... 12/ 18/2017 Florida Building Code Online Page 2 of 6 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/26/2015 Date Pending FBC Approval 05/01/2015 Date Approved 06/23/2015 Date Revised 09/19/2017 Summary of Products Go to Page O 0 0 Pagel/20 0 FL # Model, Number or Name Description 15012.1 kfL; 2240, 2241, 2250, 2251, 4240 06'-00" wide through 09'-06" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene Insulation. 5250, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ4-09- 013L5 for pressures and widths +34.B(psf)/-39.3(psf) at 06'-00" through +20.8(psf)/-23.5(psf) at 09'-06". Installation Instructions FL25012 R2 II Jamb Attach Drawinas s.odf FL15012 R2 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, PE FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.odf FL15012 R2 AE FZ4-09-013L5s.Ddf Created by Independent Third Party: Yes 15012.2 kgL; 2240, 2241, 2250, 2251, 4240 06'-00" wide through 10'-00" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 15250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ5-09- 013L5 for pressures and widths +41.0(psf)/-46.2(psf) at 06'-00" through +22.1(psf)/-24.9(psf) at 10'-00". 15012.3 khl; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 15241,5250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +32.0/-36.2 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted In accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ6i-09-01515 for pressures 32.0 (psi) / - 36.2 (psf) at widths up to 09'-00" Installation Instructions FLIS012 RZ 11 lamb Attach Drawings s.odf FL15012 R2 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eval Rent s.odf FLIS012 R2 AE FZ5-09-013L5s.ndf Created by Independent Third Party: Yes Up to 09'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FLIS012 R2 11 Jamb Attach Drawinas s.odf FL15012 R2 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.odf FL15012 R2 AE FZ6i-09-015155.Ddf Created by Independent Third Party: Yes 15012.4 kiL; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 09'-02" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 15250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ7-09- Installation Instructions FL15012 RZ 11 Jamb Attach Drawinas s.odf FL15012 R2 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.Ddf FL15012 R2 AE FZ7-09-013L5s.pdf Created by Independent Third Party: Yes http://www.flOTidabuilding.OTg/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73FT2ZyiPq... 12/18/2017 Florida Building Code Online Page 3 of 6 013L5 for pressures and widths +54.0(psf)/-60.9(psf) at 06'-00" through +34.7(psf)/-39.1(psf) at 09'-02" 25012.5 15241,5250,5251 kkL; 2240, 2241, 2250, 2251, 4240,4241,4250,4251,5240, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ9-09- 0131-5 for pressures and widths +66.5(psf)/-77.3(psf) at 06'-00" through +35.9(psf)/-41.7(psf) at 10'-00" 06'-00" wide through 10'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FL15012 R2 II lamb Attach Drawings s.odf FLIS012 RZ 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval ReDt s.odf Created by independent Third Party: Yes 15012.6 kl; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 15250,5251 06'-00" wide through 14'-02" wide by 20' high steel sectional door with or without polystyrene Insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL25012 R2 Il Jamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Suoplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FLIS012 R2 AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FLIS012 R2 AE FZ10-09-01315s.pdf Florida Building Code Section 1715. See drawing FZ10-09- Created by Independent Third Party: Yes 01315 for pressures and widths +72.4(psf)/-82.1(psf) at 06'-00" through +25.3(psf)/-28.7(psf) at 14'-02" 15012.7 le; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 06'-00" wide through 14'-00" wide by 20' high steel sectional door with or without polystyrene Insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 11 lamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Suoplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FLIS012 R2 AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ3-10-01315s.Ddf Florida Building Code Section 1715. See drawing FZ3-10- Created by independent Third Party: Yes 01315 for pressures and widths +32.5(psf)/-36.7(psf) at 06'-00" through +30.0(psf)/-11.2(psf) at 14'-00" 15012.8 If; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 15'-02" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene Insulation. 15250,5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 11 Jamb Attach Drawinos s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ4-20-01315s.Ddf Florida Building Code Section 1715. See drawing FZ4-10- Created by Independent Third Party: Yes 01315 for pressures and widths +38.6(psf)/-43.6(psf) at 06'-00" through +10.1(psf)/-11.4(psf) at 15'-02" 15012.9 15250,5251 Ig; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 06'-00" wide through 16'-06" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5012 R2 1[ Jamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15012 R2 11 Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 RZ AE Eval Reot said 108, which are accepted test methods per 5th edition (2014) FLIS012 R2 AE FZS-10-01315s.Ddf Florida Building Code Section 1715, See drawing FZ5-10- Created by Independent Third Party: Yes 01315 for pressures and widths +45.5(psf)/-51.3(psf) at 06'-00" through +10.0(psf)/-11.3(psf) at 16'-06" 15012.10 10'-00" wide through 17'-08" wide by 20' high steel sectional door with or without polystyrene insulation. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPq... 12/18/2017 Florida Building Code Online Page 4 of 6 Ih; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5Z50, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-10- 01315 for pressures and widths +31.4(psf)/-35.5(psf) at 10'-00" through +10.1(psf)/-11.4(psf) at 17'-08" Installation Instructions FL15012 R2 II lamb Attach Drawmos s Ddf Fi I5012 RZ II Supplemental instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Re s.odf FLIS012 R2 AE FZ6-10-01315s.pdf Created by Independent Third Party: Yes 15012.11 IhL; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 15250,5251 06'-00" wide through I V-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL150125012 R2 Il Jamb Attach Drawings s odf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Reot s.odf 108, which are accepted test methods per 5th edition (2014) FL150125012 R2 AE FZ6-10-013LSs.odf Florida Building Code Section 1715. See drawing FZ6-10- Created by Independent Third Party: Yes 0131.5 for pressures and widths +52.3(psf)/-59.2(psf) at 06'-00" through +26.0(psf)/-29.3(psf) at 11'-00" 25012.12 1); 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 15250,5251 08'-00" wide through 19'-06" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No Fl M12 RZ II Jamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15012 R2 11 Supplemental Instructions Pan s pdf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested In accordance with ASTM E330 and ANSI/DASMA FL15012 RZ AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FLI5012 RZ AE FZ8-10-01315s.odf Florida Building Code Section 1715. See drawing FZ8-10- Created by Independent Third Party: Yes 01315 for pressures and widths +63.8(psf)/-72.5(psf) at 08'-00" through +10.1(psf)/-11A(psf) at 19'-06" 15012.13 III; 2240, 2241, 2250, 2251, 4240, 106'- 00" wide through 10'-06" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 15250,52511 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ10i-10-01515 for pressures and widths +49.9/-56.7(psf) at 06'-00" through 44.7/-51.5(psf) at 10'-06" Installation Instructions FL15012 RZ 11 Jamb Attach Drawinas s odf FL15012 RZ II-SuaDlemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 RZ AE Eval Rept s.odf FL15012 R2 AE FZ10i-10-01515s.Ddf Created by Independent Third Party: Yes 15022.14 re; 2240, 2241, 2250, 2251, 4240, 08'-00" wide through 21'-00" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 15250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested In accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-16- 01315 for pressures and widths +37.4(psf)/-41.6(psf) at 08'-00" through +10.9(psf)/-12.1(psf) at 21'-00" Installation Instructions FL I5012 RZ 11 Jamb Attach Drawings s.odf FL15012 R2 II Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rent s.odf FL15012 R2 AE FZ3-16-013155 pdf Created by Independent Third Party: Yes 11501Z.15 I 112'-00" wide through 21'-00" wide by 20' high steel Isectionaldoorwithorwithoutpolystyreneinsulation. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPq... 12/18/2017 Florida Building Code Online Page 5 of 6 reL; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-16- 013L5 for pressures and widths +24.9(psf)/-27.7(psf) at 12'-00" through +10.9(psf)/-12.1(psf) at 21'-00". Installation Instructions FL15012 R2 11 lamb Attach Drawinas s.odf FL15012 R2 11 Supplemental Instructions Pan s.odf Venfed By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eval Rept s.odf FL25012 R2 AE FZ3-16-013L5s.pdf Created by Independent Third Party: Yes 15012.16 rf; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 15250,5251 14'-02" wide through 24'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 RZ II Jamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FLIS012 R2 II Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 RZ AE Eval Reot s.odf 108, which are accepted test methods per 5th edition (2014) FLIS012 R2 AE FZ4-16-01315s.pdf Florida Building Code Section 1715. See drawing FZ4-16- Created by Independent Third Party: Yes 01315 for pressures and widths +25.1(psf)/-27.9(psf) at 14'-02" through +30.5(psf)/-11.7(psf) at 24'-00" 15012.17 fl; 2240, 2241, 2250, 2251, 4240, 241, 4250, 4251, 5240, 5241, k4250,5251 Up to 16'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawinas s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Impact Resistant: Yes Verified By: John E. Scates, P.E. FL-51737 Design Pressure, +22.2/-24.7 Created by Independent Third Party: No Other. Sectional doors provided for potential "code -plus" Evaluation Reports applications. Large Missile Impact (9 pound missile) and FLIS012 R2 AE Eval Rept s.odf cycling tests conducted in accordance with ANSI/DASMA FL15012 RZ AE FZ41-16-01515s.pdf 115, ASTM E1886 and ASTM E1996. Static tests conducted Created by Independent Third Party: Yes in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ4i-16-01515 for pressures +22.2(psf)/-24.7(psf) at widths up to 16'-00" 15012.18 rg; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 15250,5251 08'-00" wide through 16'-10" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 11 Jamb Attach Drawinas s.odf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Rept s.odf 108, which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ5-16-01315s.odf Florida Building Code Section 1715. See drawing FZ5-16- Created by Independent Third Party: Yes 01315 for pressures and widths +52.4(psf)/-58.3(psf) at 08'-00" through +23.7(psf)/-26.3(psf) at 16'-10" 15012.19 j rh; 2240, 2241, 2250, 2251, 4240, 12'-00" wide through 24'-00" wide by 20' high steel 4241, 4250, 4251, 5240, 5241, sectional door with or without polystyrene insulation. 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawinas s.odf Approved for use outside HVHZ: Yes FL15012 R2 lI Supplemental Instructions Pan s.odf Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737 Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Reot s.odf 108, which are accepted test methods per 5th edition (2014) FLIS012 R2 AE FZ6-16-01315s.pdf Florida Building Code Section 1715. See drawing FZ6-16- Created by Independent Third Party: Yes 01315 for pressures and widths +40.1(psf)/-44.7(psf) at 12'-00" through +13.4(psf)/-14.9(psf) at 24'-00" 15012.20 rhl; 2240, 2241, 2250, 2251, Up to 16'-00" wide by 20' high steel sectional door with or 4240, 4241, 4250, 4251, 5240, without polystyrene insulation. 5241, 5250, 5251 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPq... 12/ 18/2017 Florida Building Code Online Page 6 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.6/-34.1 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ61-16-01515 for pressures +30.6(psf)/-34.1(psf) at widths up to 16'-00" Go to Page = Installation Instructions FL15012 R2 11 Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eval Rept s.odf Created by Independent Third Party: Yes Back Neat 0 0 Pagel/20 0 Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850•487.1824 The State of Florida Is an ANEW employer. Coovrioht 2007.2013 State of Florida, ;: Privacy Statement :; Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.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 oRIWI 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 h=. Product Approval Accepts: Wr-c E Credit Card Safe http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPq... 12/18/2017 16-0" (see notes for other widths) Optional Lites 2B Intermediate Hinge 4D (see window options) 2 2 Top Fixture I =ED1 IMI J-1 End Stile C 7 3B 2 End Hinge 4A 2 Bottom Fixture B This door has been evaluated in accordance with ASTM E 330-02 and ANSUDASMA 108-02 and 108-05. Strut Supporting structural elements to be designed by registered professional engineer for specified wind loads. Attachment If door is not electrically operated, a lock must be installed. Maximum door height: 21T-0" Maximum section height: 21" Per ASCE 7-10, Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. These exoosure "B" wind speeds are for T high doors on 30' tall buildings. Width Design Pressure Wind Speed Windows Center Stiles 244-00" 10.5 / - 11.7 sf 108 (mph) YES 9 224-00" 12.5 13.9 sf I I a m YES 9 21'-00" 13.7 /- 15.3 s 124 (mph) YES 9 20'-00" 15.1 /- 16.8 s 130 m YES 9 19'-00" 16.8 /- 18.7 s 136 (mph) YES 9 I8'-W 18.7 /-20.8 s 144 (mph YES 7 1 T-00" 19.7 / - 21.9 147 m h YES 5 16'-06" 20.9 23.2 s 151 m h YES 5 16'-00" 22.2 / - 24.7 s 156 m h YES 5 I5'-00" 23.7 /-26.3 160 m h YES 4 14'-02" 25.1 /-27.9 s 164 m 1 YES 4 tinter sate quanury is minimum per section. John E. Scales, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. f/ 51737 Professional Eneineer's seal orovid Flag Bracket Track Bracket t Window Options: 1/3" DSB 1/4" Tempered Glass 1/4" Polycarbonate 7/16" Insulated Glass 7/16" Tempered Insulated Glass Max daylight opening 39-38 x 12-1/2" C5i? c of door height 6-6" to T-0" 4 5 3 T-6" to 8'-0" 5 6 4 8'-3" to 8'-9" 5 6 4 9'4" to 10'-6" 6 7 5 10'-9" to IT-3" 7 8 6 12'-6" to 14'-0" 8 9 7 14'-3" to 15'-9" 9 10 8 16'-0" to IT 6" 10 11 9 IT-9"to 19-3" 11 12 10 19 fi" to 20 -0" 12 13 11 Track bracket quantities shown are for use with grade 2 or better spruce -pine -fir SPF) or southern pine jambs. aay,.. g VAC / Supplemental containdetails 4`;• to20nsovctrofordoorsuro20'-0" high.Thex ate required in I addition to this drawing for installation. Always No. 51?V . use supplemental instructions in addition to this drawing during door installation. STATE OF MM aIJIJ ntsj` 0 `bier/`` 04-09 2015 Fs48 i `, RN Models: 2Z40:2241, 2250. 2251, 4240, 4241 51 25.1 (psf) / - 27.9 (psf) at I W-02" through Digitally signed by John E. Scates, P.E. 10.5 (psf) /-11.7 (psf) at 24'-00" Date:2015.04.14 14:48:54-05'00' C.H.I. Drawing: FZ4-16-01315 only for verification of windload construction details I page 1 of_2 B Strut (if applicable) not shown for clarity. 059) galvanized steel top fixture. Each fixture attached with four 1/4" x 3/4" screws. push nut 034) end stile 109) galvanized steel top fixture. Each fixture attached with two 1/4" x 3/4" screws. 8 push nut 034) end stile Optional low head room top bracket o 2" (max. for .058 thick)—.{ 4" (max. for .109 thick) nominal 0 2" (min.) 10 (min.) ball roller with nylon or steel tread. The vertical wood jamb fasteners may be counter sunk to provide a Flat mounting surface. See jamb attachment details for more information about attaching jambs to structure. 2" x 7/16" (nominal) stop molding to be secured with minimum 8d nail or 2-1/2" long screw on 8" spacing. Stop molding not required when door is more than 1" wider than opening. nominal (.0185) galvanized steel minimum 034) center stile 2" (min) x .045 (min) galvanized steel sack 0 End Hinge galvanized steel fastened to section with four 1/4" x 3/4" screws. push nut 2-3/4" fcu e 102) galvanized steel bottom EDD to 4— bracket Each bracket attached with four red push nut Vinyl Aluminumextrusioi weatherstrip 1/ 4" x 3/4" screws. Details on some views may have been omitted for clarity. 086) galvanized steel flag bracket fastened to wood jamb with three 5/ 16" x 1-5/8" wood lag screws. Flag bracket attached to horizontal track with two 1/4" x 5/8" trick bolts and nuts. Flag bracket attached to vertical tuck with two 1/4" x 5/8" track bolts and nuts. Or two 1/4" x 11/32" rivets. 102) galvanized steel track Intermediate Hinge bracket fastened to wood jamb 058) galvanized steel with one 5/16" x 1-5/8" wood fastened to section with lag screw per bracket. G= four 1/4" x 3/4" screws. 8 Each track bracket attached with 2- 3/4" one 1/4" x 5/8" track bolt and nut. Or two 1/4" x 11132" rivets. 3- 1/2" (min.) stem push nut 3" 1- 78" 051 50 ksi galvanized steel 3" strut attached with two 1/4" x 3/4" 109) galvanized steel bottom screws per stile or hinge plate. bracket Each bracket attached with four red 1/4" x 3/4" screws. Optional low head room bottom bracket professional Engineers seal provided only for verification of windload construction details John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 Flbrida Building Code Online Page 1 of 3 OCIS Home I Log In I User Registration Hot TOPICS I Submit Surcharge I Stats 6 Facts I Publications ( FBC Stair I 5CIS Site Map I Links I Search I Flbrida pr a'a Product Approval USER: Public User PrOOuet Aoaroval Menu > ProEuR or Aoollotlon Search > Application List > Application Detail FL # FL15332-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R3 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 hnp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 12/ 18/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL V Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 H 08-00500D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL35332 R3 Il 08-02248B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL35332 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00501D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgtH8572gvd WI... 12/18/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOL4RED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. II. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18CA, 33KS1 OR ALUMINUM 6063-TS 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS ' ISHEET NO I DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RVASIM DESCMPf*M DUE APPRWm ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS DT/30/15 R.L. SIGNED: f0/2mis MI WINDOWS D DOOS LLC R liCo/biz00LAKESIDEPAARRKWIRY FLOWER MOUND, TX 75028 S r •pElYS91p i p * _ SERIES 420 SGD 96" X BO" NON -REINFORCED NOTES c.e TIT nr • . ' F.A. 1 08-00498 NTS DAW 02/23/09 --1 OF 1 I FI HI 6- MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17- r I D.C. MAX r 6' MAX 17- MAX O.C. 10- T 0 X IAX AME ICHT 6- MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS 8f AND 12 FOR OTHER UNITS RATINGS 6- MAX REV DESCRIPTION D"IE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L CHARTt1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frans SbOb Panel and Total Rene WIBIA In) HeIpM b) 30.0 60.00 30.0 7200 420 KOO 48.0 I 0400 po 1 Nag Pos Neg Pos Nag Pos Neg 8110 40.0 55.1 40.0 1 4B.2 1 40.0 43.4 1 40.0 1 40.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET f Design pressure chart (pso Fn Sbpb Panel and Total Frans Width b) mD b) 200HeemE55.1 6.0 120 e4.o0 4&0 98.00R821402 Neg Poe, Nag Pos Neg B0.0 43.4 43.4 40.D 40.0 CHART 83 Number of anchor lo"Uons required Raj Single Panel and Total Frame Width In) H&W 30.0 J6.o 120 4B.0 b) 1 61, 720 itto 0&0 H6S Jamb I HILS Jamb I HeS I Jamb HdS I Jamb 80.0 4 1 5 5 5 1 6 1 5 6 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED ELEVATION DRAWN: Dec NO F.A. 08-00498 smut NTS I ""E 02/23/09 9rEET2 OF f0 SIGNED: 10/2=15 e,•vVGEN&*. J+ WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW EXTERIOR 10 WOOD SCREW IWOOD FRAMING OR 2X BUCK BY OTHERS NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARTn. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT f 1/4" MAX SHIM SPACE 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING J OR 2X BUCK BY OTHERS MIN. IAENT MIN. STANCE APPROVED REV9DN5 F" DESf PTIOx DAZE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING ID/29/13 R.L. C ADDED FIANCE AND TIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 R.L 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: ia2=015 MI WINDOWS LLC YOOLAKESIDDPARKWAY FLOWER MOUND, TX 75028 J`611AE 0419,,,' N8Fb, C :P 0r B f *= SERIES 420 SGD A X 80" NON -REINFORCED FRAMEFRAME INSTALLATION DETAILS 6 ' STATT OF tic l , c4L'QlOR10; G` DRAwN: arc ro. RLV 08 D 041 1111111%?``` W-IE NTS — 02/23/09 1- 8 4OF 10 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR SILL TO BE SET IN I BED OF IPPROVED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7- 3/4- MI EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS A• 1- REVISIONS DESCIOMN WE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL. REVISED INSTALLATION DETAILS 07/30/6 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 7SD28 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS ORAwN ONO ND F.A. 1 08-00498 St'LE NTS OAIi 02/23/09 91wS OF 10 SIGNED: 10/2Z?015 IL 0, / A. i6itir i. b,•GEN8F9J+ REV190N5 2 1 /2" MIN. REV 0ESO°PTIO" DATE APPW4ta LDGDISTANCE A ADDED CNAR15 03/05/12 R.L. B REVISED PER NEW TESTING t0/29/t3 R.L. e C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. A • D REVISED INSTALLATION DETAILS 07/30/15 R.L. e• • a. • • EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1 1/4" MAX BY OTHERS L SHIM SPACE OPTIONAL 7 1/4" MAX. o ix BUCK TO BE 2 1/2' SHIM SPACE PROPERLY MIN. INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 T , 1 D3/16" TAPCON 3/16" TAPCON CONCRETE/MASONRY n OTHERS I I EXTERIOR SILL TO BE SET IN o C A BED OF APPROVED SEALANT 3/16" TAPCON EXTERIOR MASONRY/ OPTIONAL IX BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY SECURED CONCRETFJMASONAYINSTALLATION BY OTHERS SEE NOTE 3 SHEET 1 n y 1 1/4• MIN. EMBEDMENT NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. e •,' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1 ar"015 VERTICAL CROSS SECTION CONCRETTDMASONRYINSTALLATTON MI WINDOWS AND DOORS LLC R•• Lp*/ 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 J Sb••y\GEHS.'9Lp SERIES 420 SGD 0 5 X 80" NON -REINFORCED FRAMEFRAME INSTALLATION DETAILS ETAT OFO 4u mkwR owe Ito i•,F6,S/GR10 08-00498 aG`;` D iSe" NTS JDATE 02/23/09 1 SHEET 6 OF 10 t IIA1111 1` WOOD FRAMING _ 1MIN. EDGE DISTANCE OR2XBUCKBY OTHERS 1 3/8' MIN. EMBEDMENT 1 3/8' MIN., EMBEDMENT 1 / 4' MAX. SHIM SPACE T- 1/ 2' MIN. 110 WOOD EDGE DISTANCE SCREW 1_ 10 E J EXTERIOR INTERIOR SCRREWWSS 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS iE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4" MAX. SHIM SPACE REMONS DESLRPRON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLAT10N5 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8" MIN. i EMBEDMENT 1/ 2- MIN. SIGNED: 1012MOIS EDGE DISTANCE MI WINDOWS AND DOORS LLCVERTICAL CROSSWOODFRAMINGCR2XBUCKKINSTAILLATION ON 1900 LAKESIDE PARKWAY 5SECT1111//i/ J\ It• C 19z FLOWER MOUND. TX 75028 v,.%rEH&'.•1p S. SERIES 420 SGO D k NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS 0 = E OF ; NOTSHOWNFORCLARITY. SEALANT BY OTHERS TO BE C 2. PERIMETER AND JOINT DESIGNED INACCORDANCE WRHASTME2II2 DxAnx oxe xo F.A. 08-00498 1+ OR1t' D//sib jpNAIfCI G\ II11111111 Ism' NTSD"`E 02/23/09 24X' 7 OF 10 3/4" MIN. EDGE DISTANCE METAL STRUCTURE MAX. BY OTHERS SHIMSPACE 1EXTERIOR 110 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS ILL TO BE SET IN L BED OF LPPROVED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATIpV NOTES: 1. INTERIOR AND EXTERIOR FWISHES, BY OTHERS Nor swv,w FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MIN ASTM E2112 1/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVIMMS DESCRpwm DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012212015 MI WI LLCYRSOOOLAKESIDDPARKWAY 51 E!i 9 iNSAFLOWERMOUND, TX 75028 G ,J) FLANGE SERIES 420 SGD X 8NON-REINFORCED INSTALLATION DETAILS QOF • o,Q S'c( ORIOT; ORAMN• No. REV 08-00 D i a oNaj10.`. DATE E1496NTS02/23/09 8 OF 10 2 1/2" MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS rL SHIM SPACE OPTIONAL r IX BUCK I TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16" TAPCON EXTERIOR INTERIOR SILL TO BE SET IN A BED OF 3/16" TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS e r 1 1/4" MIN. e' EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION REms"S REV DESCRIPIION DOE APPROVED A ADDED CHARTS 03/05/12 R L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 1/4" MIN. EMBEDMENT 1 /4" MAX. F SHIM SPACE 2 1/2' MN. ` INTERIOR I EDGE DISTANCE 3/ 16" TAPCON CONCRETE/ MASONRY BY OTHERS . I a EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY GONCRETEMSONRY WSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012212015 AND LLC MIWI900OLAKEsIt - 'CO DDPARKFLOWER MOUND, TX 7SD28 v .y GAY ENs SERIES 420 SGD 96" X 8NON REINFORCED FLANGE INSTALLATION DETAILS l:,okD ;, MATO OF 0 /, F; c( OR10: G' aurN DMONORLVF.A. 08-00049E swTE NTS 02/23/09 9 OF 10 WOOD FRAMING 1/4* MAX BY OTHERS AB WOOD SCREW 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 1 7/16" MIN J EDGE DISTANCE EXTERIOR RLMSONS REV DESODPRON DATE APPROVED A ADDED CHARTS 03/05/12 R L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL. D REVISED INSTALLATION DETAILS 07/30/15 R L. 1 5/8- MIN. EDGE DIST. TRIM ° 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE 1 BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 1/2" MIN. MASONRY/CONCRETE 2X BUCK OR EDGE DISTANCE 1 1/4* MIN. WOOD FRAMING 3/4- MIN EMBEDMENT BY OTHERS METAL STRUCTURE EDGE DISTANCE WOOD BY OTHERS FRAMING TRIM BY OTHERS TRIM 1 3/8 MIN. 1/4" MAX INTERIOR EMBEDMENT r SHIM SPACE _ INTERIOR 1f-1 HOOK STRIP INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 10 WOOD HOOK STRIP D SCREW D 110 SELF DRILLING PANEL SCREW EXTERIOR INTERLOCK PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING HOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 10/22/2015 MI WI OOOLAKESIDAWS D PDOOVR Y LLC 5 LR 11Lo ////,' FLOWER MOUND, TX 75028 ` r••y CENgFgEP i NOTES., SERIES 420 SGD _ *M.TATPOF R f. INTERIOR AND EKTERIORFINISHES. BYOTHERS, 96" X 80" NON —REINFORCED NOT SHOWN FOR CLARITY. FIN AND HOOK INSTALLATION DETAILS p02. PERIMETERANDJOINTSEALANTBY DESIGNED IN ACCORDANCE WITH DRAWN: INpRD Rp REv •PF:`YORI T: G seuE DATE 08—OE0 498 D ////BONA 1L0 NTS 02/23/09 10 OF 10 Florida Building Code Online Page 1 of 4 BCIS Moore I Log In I USer Registration Hot Topics I Submlt Surcharge i StatS & FOOS I Publicatbns I FBC Staff I BCIS Site Map I Links I Search JU Product Approval USER: Public Userpr Product Approval Menu > Product or Aoolkatlon Search > Application List > Application Detail FL # FL17499-RI 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 u MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlfnger0miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/1.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 12/ 18/2017 Florida Building Code Online Page 2 of 4 Date Revised 12/13/2017 Summary of Products FL a4 I Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 Ri C CAC MI Windows - 185 SH (Fin) Impact 2).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 3).DdfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flanae) Impact 2).DdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 5).pdf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 RI 11 08-02544A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513320A.Ddf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC APC(133621E1725.01-109-47-RO 185 SH(FLG walver)5-SIG 1-BA 52 1-BX84 R60(1009181.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 RI C CAC MI Windows - 185 SH (Fin) (10).Ddf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 RI 11 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513322A.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC MI Windows - 185 SH (Fin) Impact 4).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 Ri C CAC MI Windows - 185 SH (Fin) Impact (5) Done.odDesignPressure: +55/-55 Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flanae) Impact 3).DdfbeddedinPecora896sealant. FL17499 Ri C CAC MI Windows - 185 SH (Flange) Impact 4).pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 RI II 08-02545A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.Ddf Created by Independent Third Party: Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)EI726.01-109-47-RO 185 SH(FLG waiver).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (12).udfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flange) Other: R-PG60 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 RI 11 08-02549A.odf Venfied By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513327A.i)df Created by Independent Third Party: Yes http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvjQiz6... 12/18/2017 REVISIONS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 4 ELEVATIONS 5 — 13 INSTALLATION DETAILS 14 COMPONENTS I REV I DESCRIPTION I DATE I APPROVED I A I REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L. ' 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 /2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52 X84'NON—IMPACT NOTES DRAWN: OWC NO. N.G. SCALE NTS DATE 12/09/14 REV 08-02546 A SHEET 1 OF 14 SIGNED: 0711212016 52" MAX FRAME WIDTH 2" MAX 16" 2" MAX MAX O.C. L 16" MAX O.C. 84" MAX FRAME HEIGHT 2" MAX 84" MAX FRAME HEIGHT 12 I L 16" MAX O.C. C. I . 52" MAX FRAME WIDTH 16" 2" MAX MAX O.C. 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE & FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51 " X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1 /2". 3. MAXIMUM FIXED D.L.O.: 49 1 /4" X 45". HARDWARE SCHEDULE METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REVISIONS I REV I DESCRIPTION I DATE I APPROVED A I REVISEO ANCHOR SPACING & CHARTS 1 07/11/20161 R.L. CHART #1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Fram a Height (in) Frame Width (in) 1&00 24.00 30.00 36.00 42.00 4900 5200 Head Jamb Head Jamb Head Jamb Head jJamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 1 3 4 3 4 3 4 3 30.00 2 3 3' 3 3 3 3 3 4 3 4 3 4 3 36.00 1 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 1 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 1 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 78.00 2 6 3 6 3 6 3 6 4 6 4 6 5 6 84.00 2 6 3 6 3 6 3 6 4 6 4 7 5 7 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE & FINLESS ELEVATIONS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12 /09 / 14 s"EET 2 OF 14 SIGNED: 0711212016 i11I 5 R • .L 0 fir. •\C+ E N 49 - Cp .05, TAT OF 0R%0P OR 52" MAX FRAME WIDTH 2" MAX — 16" MAX 2" MAX O.C. 16" MAX O.C. 84" MAX FRAME HEIGHT L 2" MAX 2" L . 16" MAX O.C. 84" MAX FRAME HEIGHT I 52" MAX FRAME WIDTH 16" MAX 2" MAX O.C. 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE & FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 2. MAXIMUM SASH D.L.O. 3. MAXIMUM FIXED D.L.O 51 " X 36". 47 5/8" X 32 1/2". 49 1 /4" X 45". HARDWARE SCHEDULE METAL SWEEP LOCKAT8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS REVISIONS I REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Frame Height (in) Frame Width (in) f8.00 24.00 30.00 36.00 42.00 48.00 52.00 Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3. 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 1 4 4 48.00 2 4 3 4 1 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 78.00 2 6 3 6 3 6 3 6 4 f6j 4 6 4 6 4.00 2 6 1 3 6 3 6 3 6 4 6 1 4 6 4 6 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE & FINLESS ELEVATIONS DRAWN: OWC NO. REV N.G. 1 08-02546 A SCALE NTS TDATE 12/09/14 ISHEET3 OF 14 SIGNED: 0711212016 N5 R I 1t 0 / z i 0 E N S.•gcp'` 0 25 ' 1k A , TAT OF cS 10R10P GSF isi NAI1E` f ti FR HE 52" MAX FRAME WIDTH — 2" MAX 2" MAX 10 MAX O.C. 2" / 10" MAX OO.C. 84" MAX FRAME HEIGHT / X willl.... REVISIONS REV DESCRIPTION 2" MAX A REVISED ANCHOR SPACING & CHARTS 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51 " X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1 /2". 3. MAXIMUM FIXED D.L.O.: 49 1 /4" X 45". HARDWARE SCHEDULE METALSWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS CHART #3 DATE IAPPROVED 07/11/20161 R.L. Number of anchor locations required Frame Height (in) Frame Width (in) 18.00 1 24.00 30.00 36.00 4200 48.00 5200 H 6 S Jamb H 8 S Jamb H& S Jamb H& S Jamb H 8 S Jamb H& S Jamb H& S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4&00 3 6 1 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 7200 3 8 3 8 4 8 5 8 5 8 6 8 6 8 78.00 3 9 3 9 4 9 5 9 5 9 6 9 6 9 84.00 3 1 9 3 9 4 9 5 9 5 9 6 9 6 9 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FIN ELEVATION DRAWN: DWG NO. N.G. 08-02546 SCALE NTS DATE 12/09/14 1 SHEET OF 14 SIGNED: 0711212016 o G E N S•ycP O , TAT OF A sS'0NA 41\ 1110 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT CYTCQ if l Q BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MINjEMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MET"' STRUCTU BY OTHE APPROVED SEALANT CYT='Q//l Q BACKER ROD APPROVED SEALANT META STRUCTUR BY OTHER 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE V 10 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 1 1/4" MIN EMBEDMENT 1 /2" MIN EDGE DISTANCE 10 WOOD SCREW 1/4" MAX. SHIM SPACE INTERIOR WOOD FRAMING J OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. INTERIOR SHIM SPACE 10 SMOR SELF DRILLING INTERIOR SCREWS 3/ 4" MIN. SILL TO BE SET EDGE IN A BED OF DISTANCE APPROVED T STRUCTURALEXTERIOR SEALANT METAL STRUCTURE BACKER ROD 1/ 4" MAX. BY OTHERS APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS 5 Q tli! ri ii, 650 WEST MARKET STREET \R•• L//, GRATZ, PA 17030-0370 Nv •OTC s• EN •e SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 ••?t= 52" X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERSSTATE OF DRAWN: OWG N0. REV / • N. G. 08-02546 A "sS OR1 G; SCALE NTS DATE 12/09/14 SHEETS OF 14 //////NA1110 2 1 /2" MIN. EDGE DISTANCE CONCRETE/MASONRY ° BY OTHERS a ° ° a d OPTIONAL 1 X BUCK ° ° ° 14. d• 1 1 /4" MIN. SEE NOTES 3 - 7 ° ° EMBEDMENT SHEET 1 1 /4" MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 1w EXTERIOR 3/16" TAPCON INTERIOR SILL TO BE SET BACKER ROD IN A BED OF APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL 1 X BUCK 1 /4" MAX. SEE NOTE 3 - 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS ° ' °' ° ° ° d da a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS v 0 o 3/16" TAPCON oa a a ' v 0 a • o a: o . 2 1 /2" ° MIN. o. EDGE v DISTANCE • o REVISIONS REV DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR J BACKER ROD APPROVED OPTIONAL 1 X BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 07/12/2016 MI WINDOWS AND DOORS / 650 WEST MARKET STREET `J\? :t-• : 0Zj/z GRATZ, PA 17030-0370 V • \ CEN S• 'y i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 51 • 52"X84" NON -IMPACT •a• FLANGE INSTALLATION DETAILS WITHOUT FILLERS D •UTATE OF DRAWN: owG ND. REV ts SCALE GATE 08 s0 E546 A I - [ //s'01M. NTS I12/09/14 6 OF 14 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT RIGID FILLER EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE 1 1 /4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR MET" STRUCTU BY OTHE APPROVED SEALANT RIGID FILLER EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER ROD SHIM SPACE & APPROVED r SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MET? STRUCTUR BY OTHER 3/4" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE 10 SMS OR ELF DRILLING CREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REV A 1 1 /4" MIN EMBEDMENT 1 /2" MIN EDGE DISTANCE 10 WOOD SCREW REVISIONS DESCRIPTION REVISED ANCHOR SPACING & CHARTS 1 /4" MAX. SHIM SPACE DATE I APPROVED 07/11/20161 R.L. INTERIOR WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS ELF DRILLING 10 SMS OR SCREWS S SHIM SPACE 1 /4" MAX. SHIM SPACE INTERIOR r-i Affr rr._1 BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS DRAWN: DWG NO. N.G. 08-02546 SCALE NTS IDATE 12/09/14 ISHE177 OF 14 SIGNED: 0711212016 50 11 i I.L00z'il! q ilr• ia2b • TAT , ZcjOF ; RA 'Fss ORi "G 2 1 /2" MIN. EDGE DISTANCE CONCRETE/MASONRY34 a BY OTHERS a ° a ed °. ° va a d OPTIONAL 1 X BUCK 4 ° ° vd' d 1 1 /4" MIN. SEE NOTES 3 — 7 ° EMBEDMENT SHEET 1 1 /4" MAX. BACKER ROD SHIM SPACE APPROVED SEALANT RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR SILL TO BE SET BACKER ROD IN A BED OF APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL 1 X BUCK 1 /4" MAX. SEE NOTE 3 — 7 F SHIM SPACESHEET1 CONCRETE/MASONRY BY OTHERS ° d. •° a °d a 4 ° ° Y a ° e d a; d VERTICAL CROSS SECTION CONCRETE(MASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS ° a e REVISIONS REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 107/11/20161 R.L. OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON °° 1/4" MAX. SHIM SPACE 0 a a ' INTERIOR v vN. 0 2 1 /2" MIN. ° EDGE v DISTANCE • ° 0 EXTERIOR BACKER ROD RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITH FILLER DRAWN: DWG NO. N.G. 08-02546 SCALE NTS DATE 12 /09 / 14 1SHEET 8 OF 14 SIGNED: 0711212016 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR METAL STRUCTURE BY OTHERS APPROVED SEALANT CVTLL'] /!l m SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROC 1 /4" MAX. & APPROVEC SHIM SPACE SEALANT r. VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE REVISIONS REV I DESCRIPTION GATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 1 1 /4" MIN 1/4" MAX. EMBEDMENT SHIM SPACE Ic no SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE 1 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 SMS OR SELF DRILLING SCREWS T 3/4" MIN. EDGE DISTANCE 1 METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. SHIM SPACE INTERIOR c vrc n i-n BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12 /09 / 14 9 OF 14 SIGNED: 0711212016 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD APPROVED SEALANT 2 1 /2" MIN. EDGE DISTANCE 0 d • v G EXTERIOR 1 1 /4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 3/ 16" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1 X BUCK 1 /4" MAX. SEE NOTE 3 - 7 _ F SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS \\° _ ° ° ° d ° a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS D 3/ 16" TAPCON —\ I. I "' a v 2 1/2" MIN. a EDGE a DISTANCE ° o. a REVISIONS REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWS AND DOORS `o11111.1/w/' 650 WEST MARKET STREET `s 00 : lj/ GRATZ, PA 17030-0370 ` r•4 ENS.•gcP' SERIES 185 ALUMINUM SINGLE HUNG WINDOW +*• 0 5 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER ,TATE OF i0 . DRAWN: DWG N0. REV c N.G. 08-02546 A SCALE NTS DATE 12/09/14 SHEET 10 OF 14//if WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT RIGID FILLER BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE M ETA' STRUCTURI BY OTHER' APPROVE( SEALAN' 10 WOOD SCREW RIGID FILLER INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER ROC SHIM SPACE & APPROVE[ r SEALANT I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHER 3/4" MIN EDGE DISTANCE REVISIONS REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 1/4" MAX. 1 1/4" MIN SHIM SPACE EMBEDMENT n I m olvIS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE 1 /2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE INTERIOR 10 WOOD J AI SCREW IL J EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED RIGID SEALANT ' FILLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS 3/4" MIN. EDGE DISTANCE EXTERIOR RIGID BACKER ROD FILLER APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS DRAWN: OWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12/09/14 SHEET 11 OF 14 SIGNED: 0711212016 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD APPROVED SEALANT RIGID FILLER EXTERIOR 2 1 /2" MIN. EDGE DISTANCE a d a e v d d 1 1 /4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED APPROVED STRUCTURAL SEALANT SEALANT FfeR OPTIONAL 1 X BUCK 1.1. 1 /4" MAX. SEE NOTE 3 — 7 _ F SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS \ ° °.'° ° o d v d a ° VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 a SHEET 1 3/ 16" TAPCON ° v . 1 /4" MAX. SHIM SPACE o INTERIOR v a 2 1 /2" MIN. a EDGE a DISTANCE ° a RIGID FILLER EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWS AND DOORS i/, i;'. ; 0,/ 650 WEST MARKET STREET GRATZ, PA 17030-0370 J\S GENs. SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 • 52"X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLER TAT OF 0RIOP•G DRAWN: OWC NO. REV 08 A NAj1\\\\ SCALE NTS DATE 12/09/14 s0EE54612 OF 14 REVISIONS 8 WOOD SCREW 7/16" MIS EDGE DISTAN EXTi 7/16" MIN EDGE DISTANCE 8 WOOD SCREW 1 1 /A" AAIAI tMCStUMtN I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 1 1 /4" MIN. EMBEDMENT I 8 WOOD SCREW 7/16" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE REV I DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. INTERIOR cv-rcnir%n JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 DRAWN: 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FIN INSTALLATION DETAILS OWG NO. REV 08-02546 A onrE 12/09 / 14 SHEET 13 OF 14 SIGNED: 0711212016 TAT OF F•: c 0R P• s/ NAj1`` REVISIONS iJ 2 3/16" 1 7/8" 3/16" 2 3/16" FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050" THICK 2 5/16" 3 3/8"ILrl- FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055" THICK 1 5/8" 1 3/4" 1- LOCK RAIUSTILE CM-18505 ALUMINUM 6063-T5.062" THICK 1" GLAZING BEAD V-663 RIGID PVC .060" THICK FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050" THICK 2 5/16" --I 2 13/1E L FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055" THICK 1 7/16" FFI A 2 5/16" L ISIE SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050" THICK 15/16" 5/8" GLAZING BEAD V-185 RIGID PVC .050" THICK 2 3/16" 1 5/16" II 1 U FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050" THICK 2 5/16" --1 3 3/4"I o FIN FRAME SILL CM-18509 ALUMINUM 6063-T5 .U55" THICK 1 1 /8" 2" L MEETING RAIL CM-18504 ALUMINUM 6063-T5.055" THICK 1 11 3/8" r 15/16" SASH STILE vrvr- r a;wi ALUMINUM 6063-T5.050" THICK 2 3/16" FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050" THICK 2 2 3/16" FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050" THICK 2 3/8" 2 3/16 FIN FRAME JAMB CM-18510 ALUMINUM 6063-T5.050" THICK REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 5/8`, 1 /8" ANN. 1 /8" ANN. METAL REINFORCED BUTYL SPACER EXTERIOR I INTERIOR 5/8" BITE SILICONE SEALANT SETTING BLOCK r GLAZING DETAIL A 3/16" ANN EXTERIOR I- 5/8" BITE SETTING BLOCK INTERIOR SILICONE SEALANT GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS DRAWN: OWC NO. REV N.G. 08-02546 A SCALE NTS DATE 12/09/14 1 SHEET 14 OF 14 SIGNED: 0711212016 1111 !.r i>>i/ i5R • .L 0 J 0 51 •it= TAT OF ss 4NAl`G`\ rrnit i Florida Building Code Online Page 1 of 2 acts Mi me I Log In I Use, Registration Hot Topics I Submit Surcharge I Slats a Facts I Publications I Fac Staff I aCIS Site Map Units I Search I Zp r eJe Product Approval USER: Public User Product Approval Menu > Product or Aoolicatlon Search > Appljgfion List > Application Detail FL # FL5896-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Amerimax Home Products Address/Phone/Email 450 Richardson Drive Lancaster, PA 17604 717)298-3714 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 ). King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL5896 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year TAS 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code I7 Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhp%... 12/ 18/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products t 04/21/2015 04/22/2015 04/24/2015 06/23/2015 09/08/2017 FL # Model, Number or Name Description 5896.1 a. Standard "V" Panel 12" perforated "V" Panel and 12" solid "V" panel Aluminum soffit Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5896 R3 II Inst 5896.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5896.1 for Design Pressure Ratings, any FL5896 R3 AE Eval 5896.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Balk Neat Conte Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an ANEW employer. Ceovriaht 2007-2013 State of Florida.:: Pdvacv Statement :; Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic 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(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 DUPE. Product Approval Accepts: MEMO SEE, M Credit Card Sate http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquw6mPIZhp%... 12/18/2017 Ame-t max- ii HOME PRODUCTS, INC. 450 RICHARDSON DRIVE. LANCASTER. PA 17604 PHONE: 717-228-3714 STANDARD V PANEL & STANDARD PERFORATED V PANEL ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Rorldo Building Code (FBCI structural requirement Including the High velocity Hu*nne zone• (HVHZ). 2. Product andras shd be m listed and spaced as shown on detak Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site candittons that deviate tom the details of this drawing requce further engineering analysis by a licensed engineer or registered architect. 4. For design pressure ratings see dart the sheet. S. Wood/CBS wall construction by othem must be designed property to receive loads from the soffit and/or T x T batten strips. b. Aft connectors shalt be corrosion resistant. 7. Aluminum soffit shaft conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TABLE OF CONTENTS SKEET• DESCRIPTION I Typlcd elevation deslpn pnssaures a general notes 2 a ea a swal delm 3 yprcol anchoring details a soffit 4 ow or materials a components ALUM. 3105•H25 ITSTANDARO V PANEL MAX 24•SPAN) ALUM.3105-H25 ITSTANDARD PERFORATED V PANEL MAX 24" SPAN) DESIGN PRESSURE (PSR SOFFIT.MODEL`. POSITIVE A. 12" STANDARD V PANEL SOFFITT 50.0 50.0 12" STANDARD V PANEL SOFFITT 50.0 50.0PERFORATED) W' p LPN 12 gym= 0 C, E z$zj L § cW O0mda 4 C_ CW d IWAQ N.T.S. I W. FL-5896.1 n —La 4 IT MAX. ITMAX 4,1••Z z_ o v` 0ACTUALROOFPITCHVARIES : V' -. 6 i d nRAFTER (G=0.42OREETTER( %•••.o'am MAX.24' O.C. SPACING •••••• to fill ACTUAL ROOF PITCH VARIES RAFTER (G - 0.42 OR SUM) MOMENT u o u z gMAIL24' O.C. SPACING c ] m c w poa 4 O 74 v' 16 O.C. MAX." 24- 8EDGE 4 , a DISTANCE a oo a Z CLCLM 2 1 3 2 n<cd CL SEE OETAIL'A FOR J CHANNEL MALLATION TYP INSTALLATION ON A WOOD WALL SEE DETAIL V FOR n SOFFIT INSTALLATION SYP.( TYP INSTALLATION ON A CBS WALL SEE DETAIL'A FOR J CHANNEL INSTALLATION R SEE DETAIL 7' FOR SOFFIT INSTALLATION (TYP.( g1 R 9s ui EI<LSTING STRUCTURE ElWNG STRUCTURE 7 r A 7 A 9 n g 4 9 g u4 INSTALLED AT EACH W aITO.C. PANEL OVERLAP JOINT a HORIZONTALLY IT MAX O.C.) v-Z WE 0312,3109 2 1 sexc: N.T.S. on. up.OWS a 3 3 lcwL ar: L.FSgDETAIL "A' DETAIL "El J CHANNEL INSTALLATION SOFFTT INSTALLATION JOR4wm M - R 0 FL=5896.1 °a r 2 or 4 a 2," O.C. MAX SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 7 X Y BATTEN STRIPS AD AT EACH OVERLAP JOINT. SEE DETAIL "A" SHEET 02 FOR J CHANNEL INSTALLATION SEE DETAIL B" SHEET A2 3 2 1 7 g FOR SOFFIT INSTALLATION TVP_ INSTALLATION 3 ON A WOOD WALL O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS( OF THE 7 X 7 BATTEN STRIPS LED AT EACH OVERLAP JOINT. 6' O SEE DETAIL "A" SHEET ®2 FOR J CHANNEL INSTALLATION SEE DETAIL T SHEET 02 3 2 1 7 8 FOR SOFFIT INSTALLATION 3 TYP. INSTALLATION ON A CBS WALL ACTUAL ROOF PITCH VARIES RAFTER (G = M42 OR BETTER) MAIL 24" O.C. SPACING O.C. MAX. 2' X 2' BATTEN STRIP O.C. MAX 0 ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. 24C O.C. SPACING TYP. SOFFIT OVERLAP — CUT out FOR CLARITY A. I O tv mn. I I I I I I I I I I I I I I Irk I I I I I I I I I I I I I I I I I I I I I I I I 1 LOOKING UP ® SOFFIT 3 N.T.S. ian 1 1111 L V E m° ov Qoa 6051 o o- a CLM CEO led TYP. &Ifiia TYP. L N.T.S. ev OWS m en LFS 3 Iwo na: 0 FL-5896.1 ° cn T _L or 4 Q BILL OF MATERIALS REM DESCRIPTION MATERIAL I STANDARD V PANEL SOFFIT 0.01 r THK. ALUMINUM 3105 H25 ALUMINUM 2 STANDARD PERFORATED V PANEL SOFFIT 0.01 r THK. ALUMINUM 3105 H25 ALUMINUM 3 STANDARD -J'CHANNEL A175'THK. ALUMINUM ALUMINUM 4 11 GA ,127 MIN. x I' LONG ROOFING NAIL WITH 7/1 OV DIA. HEAD STEEL 5 88 x I' PPH SMS STEEL 6 x ? BATTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BETTER WOOD 7 10d COMMON NAIL 3' LONG STEEL 8 8x2-I PFTTWOOD SCREW STEEL 9 3116' x 2-3/4' ELCO ULTRACON CONCRETE SCREW: EMBEDMENT = I.25' MIN.. EDGEDISTANCE = I' MIN., C04MUNE TO ADJACENT ANCHORS = 4' MIN. STD SUBSTRATE MOTES: 1. WOOD SUBSTRATE G = 0.42 OR BETTER 2. MASONRY SUBSTRATE 3JXXI PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90). V" P.ANEL AIR FLOW SOFFR FREE FLOW AREAS R fREE FLOW PERFORATED 11.23 7.87* 7 u LR. jVryp + 077 MIN l- VIEW A - A PERFORATION DETAIL 2X SCALE a 0 0 0 0 0 0 ii a0a0a0aaa0a0a0a a 0 0 0 0 a 0 0 0 u a° a°o°o°a0 a 06' 1. 21' IYP. O. R. R20' TYP. 1 I I I I I I I v, •o S a q E e o: 9duu V y r m a: O. R..02D' TYP. c 250• o E o= T -- aso• 0.2r I— n 1. OSTANDARD V PANEL SOFFIT & W$ T RI8.1 55RX.02DP. W J U U U U U U i . 0 ap0 aaaaaa0 iaaaaap0 apaaapa i ! aa0a0a0b0a0aaninan it 0. 12S ar L- A 0.5' TYP. c IV? oir Fes- h OSTANDARD PERFORATED V PANEL SOFFIT RIB . 125 R X JT2 DP. 1RABS 1 r / T VIEW SHOWN FOR REFERENCE 410' RDW TYP. OUTSIDE OSTANDARD J' CHANNEL or DY S a or LFS ; me w.: 0 FL- 5898.1 °a i _ L OF 4 a O 1/1/2017t z r L ' r Florida Building Code Online BCIS Home Log In user Registration Hot Topic i Submit Surcharge Slats & Facts Publications FBC Stall BUS Site Map Links Search b(§.j7,6,)jj Product Approval USER: Public UserD,!rF6 Product Aoaroval Menu > Proaua Or ADOlicItian Search > ADMlrytlan List > Application Detail FL # FL18355-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerrl Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2029 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R2 COI TSP15001 2 FBC 204 arodUC Evaluation Reoort Shinoles.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code hopsJAvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgwosrHazGXQW83MPT3uofK%ZwzvJSjeSATGIJHAHmKgOw%3d%3d W 1/16/2017, Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaarr r_ of Products , Method 1 Option D 12/16/2015 12/18/2015 12/19/2015 02/20/2016 II FL* Model, Number or Name 1 Description 18355.1 Glass -Seal, Elite Glass -Seal, I ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use I Installation Instructions Approved for use in HVHZ: Yes I EL18355 R2 II TBP15001 2 FBC 2014 Product Evaluation Report Shingles.adfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure. N/A I Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL1 355 R2 AE TBP15001 2 FBC 2014 Product Evaluation ReDort Shinales.Ddf i Created by Independent Third Party: Yes ED Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AA/EEO employer. K22XdeM 20RU013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any question. please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card We, httpsJ/www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK%2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 2/2 v • Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 22/16/2025 Date Validated 22/18/2035 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2026 s.at Mart contact Us :: 1940 NoM Monroe haR•e F1 anao 2bRGLLLjhj1jjW The Stott of Ftorlds ban AAMO employer. Saor.feh* 2d07 201a State of Fbdda_ :: Prbary Sbdt nerd :: bIlItybfflWnt :: Under Florida low, emsll addresses are public records. A you do not wart your small address released In response to a pubU4Rmrd: RpueM, do notsendelettroMcmalltoOrbtruly. Instead, Contact the of a by phone or by traditional "OIL If you hoe any Questions, please emtad 6%487.199LPunsuarttoSection455.275(1), Florida Sbprhs, drective October 1, 2012, OCa:Rsees 001015941 undo Oaptar 455, F.S. muss prUW V a osparbnerrtwithanernalladdressNtheyhaveone. The amalb provided may be used for ollisol Ommunkstlen wMl the p 1aR. Mowerer tlllap addresses are puDAerecord. Ir you do not wish to supply a personal addRA, please provide the DeWt next wph an erna11 addass whkh on be made available to Via publh; To dcterrrn9na ti you are a licensee under Oupter 455, F.S., please Cpdt . Product approval Ate: OBI) q https://floridabuilding.org/pr/vr aver dtl.asDx?naram=yrF.vxnVVtT,1nttvnctua,7r:Yn-wQ,2 'I/I t D Cer• I]COM ofAuthorization No. 2024K17520EdinburghDr Tampa, F133649 TaCL-i 1E[G:RL. Si l%!'tr$, U— 1114 460-3421 EVALUATIOM REPdRT FLORiWA 13UILMNG CODE C EDmOR (20%) f errr acttirsrErr. TAMKO WILDING PRODUCTS lasued December 14, P01{ 290West41" Street JO*, Mb 64807 417) 624-0644 wbouiSowflao Rents: Joplin, MO PM pGbu KS M,b gallas, TX Tusca) oosa, AL Qua ft Assurarica: UL LLC (QUA9625) SCOPE CaBsgo . Roofing, sr eiir aQegoe3r: AsptialLSMais C3rdb t3ectigna: t507 25,1 2 7.1, 1523.6.5.1 Pro pervaas: Pfyr OI prop9rlles, Wind Resistance, YVInd Driven Rain PM * MMWGW Materiels TOchrr lb&s (MTMM HEW No, TAP1 t t t l Gbi 4r1 llApdeN0le T6efiridia0tee ii'STii878i TAP44WJ i2-01 TAS '0 1895 PRt Constrii6tionMeiteitalsTechaoloplas78jPMCpnsiriwitgn Matarldfs Tathrrplgpfes (T57'8T8) TAR051-QUO! TAP i' 144W TAS 160 TA * 160 1995 PW QOtrairucfbrr Ma19rie16 tecllriologtas (15i58761 TAP-117-02-01 TA 6 4w 1WO • PRi.COrwftiic8miIllatrtal6Tedrrie(oSlbe (1'57 58re) TAR. 43M-01 Tom 1 5 Pldl .Gppe4(aiciipnMateis T pRl Coii' strrioB6ri lGlsmijals T Brio ift TAP-191201 D4S 10Q f885 PRl Ooristruo11or1 ktarieriale Tedirio[ .0109 ) PRI OoiistrLoflon Allatdetfeq TAP-166- 0201 TAP,p80 aa2-01 TAS 10D IM -160 1Y85 1865 oti! iDio(es ) Tf R303-0Q-01 T1161 PRI lonfjAsfb (TieTAPti907-RM TAS {t10 q PRI. Ci Maeats TD TAP414-0Rv 2 .TA$ -M 1096 PhC6116 tkM Maeials Teahnaoglds b76) T Pitt QooslruG M MOal(als• T'ecloit COM MY5878) TAP:315-0P•61 TAP- 317-M-03 SM D6381 t9 1 TAS- ft tILLLC Oi ) 9D7 AS1U D3181pgg LL LLC L;L LLC cr i 09MKMM ASTM D6•d61 20QBP13)e1 UL n6.' UL L4C (TS•78628) 06NIW3M AS*, Di168 ASTV D3161 9NN 2WO UL LLC ( isT964B) 08CASa132 AS) 111 D,1162 A * ;%1 am 260 UL LLC ( 18T>9628) 09NKUM AS7MD3161A$iM b*Q 2 UL LLC 9SOPTI 62M) UL LLG ( TMOM 10CAS040 10C.AMM ASTM IM16t A07M D Mai2009 No . UL LLC (TSTV M) 11NK14014 AM.M D 1181 10p9 UL LLC OSTSM) 12CA2i551 AMU D34W A6T.MlJ3i6i 20t19 2009 UL LLC ( T9MM.) UL Ltd j 478 4787D43762 ASTM Willi ASWilli ASTM D 3161 3D13)81UL LLC 9T86P8 4787148M ASTM D 1158 2008d ASTlit 133161 2M ASTM 0302 2we Tepi5001Z fL18WA2 This eveludbn report is providerrfor slate of Florida Page ti M 11 ct+n)tial Services. LLC of a product approval under Rule 61[i20.3, lire mariufacbrrer afrafl' Cfi6T3C Te any product changes or quality assumarrcechangestlymqhoutthedrsaagnfor %triatr this niport Is valid. This evahralgn report does nbl express nor imply warrranty, lnstallallon, re6omhwhded +r w or olbar product atbibutas 10 are not specitiaelq addressed herein. CREEK TAMW BUILDING PRWLICTS Aspthhlt Shingles rigiAltCAi. t'sERVECES, [_LE FhtdtWCT DL'SCR1"ON Eff4e•talase-Seat® i2-1/4" x 36", ASTM b 3161, Class F and ASTM D y1Ss, Class h self-sealing, 3-tebFiedertek, Joplin S asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced withTuscaloosa) ceramic granulass oomWR9 with A$IU d 340- CafafwSWI Fr4ader(ds S i-wooaivose) Cruse -Seal Joplin) WARS? 0441", Frebsrr *l Joplin, PhP11palb4rV TiriMl0048). fit=;i!lagsO Prerniuin F . PtirUtpsb ft a fredblg!e61 Fharhlum Kt4 Vat tl 6'tlfagvdsl Ilibod e t)Iss FrsrBei k) lent wbWgiift 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 715k pass H self:aWlag, 3-49basphaltshinglewithflber*m mat coated.On both skies with asphaa aild sudbW with ceramic grarnAes complying wdh ASTM! D 3462, 12-IA' x 36". ASTM D 7158, Gass H ielf AMR!1g, 840 Oslrhatt shingle y th tTbefgJa6s mat coated on buflh sides with asphalt and surfaced vAh ceramic grdciutes cotnptyingwithASTMp4462. Shingles shall be used in the non-HVHZ op y. 13-11/4" x 38--3W, ASTM D 3101, Class F arid ASTM D 715t H fiberglass relnforced, laminated ardriteetural Asphalt shingle surfaced with InMWal granulescbmplyfngwithASTMD3462- 13-19" x 3"/8', ASTM D 3161. Class F and ASTV D 7158 Class H fitherglass rein reed . I9r*r*tt d .amWpctutal asphalt stele 'stlifteed with 'nibhen3t gaantitescomplyingwithASTM34BZ 19' k SIB', ASTM D 3161. Class F and ASI M D 7158, Class H fiberglass n itfon ed, laminated art irteotm) asphah ehtngie 6wfaced with mtwml gMnwas !op!+tpMrig wllhASTMb3462. 17-12" X mr., ASTM D 3161. Cites F ind ASTM D 715A Clans H tbag%w pgt6a. laminated architectv lt sllasphathigle surtaxed Wt h ftwrai gr+airules Wmpb ing wph . A$STWI 17 3462. 13-1/4' x WSJ*. ASTM D 3161, Class F and ASTM.D 710, t sis H flberp)ass reboxcetl. laminated 4WIttertu"d eWWft slliaply ptnfsced wM' aabwW ge'euldWsootttplyingwithASTMD3462. 12' r( 36-W, AMU D 3161, Class F fiberglass tO*MBd, asphM x ngle stafaced wNh minend granules cbq ply M with ASM.I) .Nm. S44" dW be used R the non4fV}q q' &. Hip dnd R fte Shingles 12-,i/4' x 12", ASTM D 3191, pass F ass r6fttotid, hip and as gkrileSJoPllh) shingle surfaced with rnirwrel granules corr41h g with ASTM D 3462. VlhtqPQ HIP $h?+f Rifte, 12" x 13', /1S71M d 3181. C1aSlh F fibeiglgss Okfiriced. hip and 1itige asphalt shinglebloawri) surfaced with mhheral gr"nes oomplyhhg with ASTM D 34d. Tedrnlcal Services, LLC of any product chengles or .. • ,a..,"o,+w„o, wren, nopry t@C This evaluation report Jess matt quahW assurance changes throughout the dui W for wtrlah this report 1s vaW. express nor Imply warranly, Inafallatioa. recommended use, fir ether produa agritwtes that are hotW-dflcaRy addressed herein. CREEK TECHNICAL SE"X:FS, I. -LC INSTALLATIM Eft 61as94"O Basic Wind Speed (V„ r3: Frsdeft, Joplin & Basic Wind Speed (Vww). Tuscalobsa) beck (HVHZr Wase-Sea! Fredbrtait, Joplin (Non-. HVHZ) & Tuscaloosa) peck (Non-HVHZ): Underlayment: Min. slope; Indlsffetion (HVHZ); Installaffen (Non-HVHZ): TA"O BUII.DtNG Pi30DUCTS Asphalt Shingles MaX. 194 mph max.150 mph In acpordance VAI; FBC requlremerps; Solidy+ sheathed mta. ig;32 In. • plyWbgd Or Wood plank for new consbuctlon; Nn. i5/32 in. plywood eftIngconsInktion. In accordance with FBC sequimopents; Solidly Sheal hed min. IW32 In. plyftcO. or Wood plank for hew oonsirucilom Min. 7/16 tn, 03B. m)Mnq consBudion. In accordance with FBC requirerilents. z;12 and In acoon anod ** FBC requket"ante. Refer to the manurecuimes applha;yon Instrt,dfons htrfieth ir>stllingshinglesqtslopesgreitserlienY1.% Installeq with 5.118 616h ehgtosOM In soaargarooht WM RAS T16 and manufacturer's pt irsftecj InstalbWan inshudidne. Wiles shall be 'attedter! osheg 16 Neil Pattern" dQft(led tnslialled with 5-1)8-incch exposure. In acomdaftci rillh Ft3C requkernerhts and rhanufbftr .1s publlsM i Ma#gftn W*ucW"s. Shingles shall be of dmd using Wftr'4 Nall Psttem" or'6 tail Pahem' ddalred below. Fl.g !re 1. Eft eiafss-5 qI-0, 61as>64001 4 Mail Patbam (Ngh4ili#¢ onW 1-14a Figure 8. Elite glass.6e1d & G1aes4eal T8f'1161101.2 FI-18355-R2 Page 3 of 11ThisevaluationreportisprovidedforSlateofFloridaprodixtapprovalunderRulemm-F The I ,CSCTechnicalServices. LL• C of any product changes or quality assurenoe dhanges throughout the durdon for vAkh this report 4 valid. ThLs evaluation report does rwt wVTess nor finply warranty, hhstellhhtioa, recommended use, or olht r product eth bates that are notspeGfically.eddr+esced herein. CREEK TIECHNICAI, SERVICES, LLC HO."Zgev Basic Wind Speed (V„r,): runes. Frederick, Joplin. Basic WJnd Speed (Vow): Phillipsburg & Tuscaloosa) Dock (HVHZ): Hadtape Fnandum Dallas, Freder(pk Phillipsburg & Tuscaloosa) Deck (Ion-HVHZ): a Hadtr w IKecndgata Dallas 5 Frederick) Undetfayrnent: Min. slope: Installation Installation (Mon-HVHZ): TORS-5D012 TAMW BUILDING PRODUCTS Asphalt Shingies Max. 194 mph Marc. 140 mph In ecoordanee with FBC requirements; Solidly sheathed min. "102 in, plywood or wood plank for new construction; Min. 16132 in. plyw=i existing con'slmction. in accordance with FBC R qulremetds; Solidly sheaMW min. 115M In. plywood or vwod plank for new construction; Min. 7/16 b. 0SB•eAWq Construction, In ect;ordanoe with FBC mquirerrlerib. 2:12 and In accordance with FOC regUkernents. Refer to the manufactunWe application Instmadons when Installing shingles at slopes grdater than 21.1 Z - Installed with 6-M in, expa m In aamrdarres vrith RAS 115 and manalarhrrer% ptrMMOd ih5tellQcb insbtrotlons. Shingles shaft be elfadred usiiag 16 Ne11 Pillar" deMOW beftsw. •.. .. Installed with 5 M in. 0)0'u ute in acbvrdwnoe With FSC requirelnerds . and manufacturers pubQ*ad Installation instAmIlons. 'Shingles shall be attached using eidW'4 Nail Patter' or 666 N81f 1?atterh" ddeiletd Wow. t • . Ulf Figure S. Heritageg; Heritsge@ Premium, and HelitageV llli'oodgatE (Hafif n) d Nag Pattem (non-HVHZ only FASTENERS i" I''7S/-T-i193'-s 74V&"4K-7 tmL ioW EXPOSURE 5-515" F[pur+e 4 Heritage® Z Pferifvage@ Pmmium, 6 "a." lmRtwfq FL18355-R2 11 This erraluallomreport is provided for State. of Florida product approval under Rule 81GM 3. The manActuter died notify CREEK Technical Services. LC of enyprvdt ddianges or quality assurance d angel througt=A the duration la iFArretr lots rspc jt b valid. This iavaluation report does not express rrw imply warranty, k+stallation, reoomrrrendad M. or oticer product alldbuWs that are not specifically addressed hewn. . CREE • TBCMICAL S iRVIC9;5, LLe FIwam 5. "rerl@age* i addefe 6 {ftft FeUetfi TAMKO WILDING PRODUCTS Asobak 9hktghrs FigUm 6. HOMOP s1, Heriftgs* Pr+ ndkink i H004069 iAfgiodp% A tenob 0 Ron MOM Y- Figum T. {erRs •{Tuscetcosa E*cpded Ball Zono Et'a{! RRftiws irrom Agurgs 3, 4 and 6 may 8e placed In the wl 8f w es denrebed above TONSDO12 ' FL MN—R2 PagE 5 of 11 T7tls evaluation report is provided for $fete of Florlda•'produd approval .under Rule 61um-3. The manufacturer shall C K Ted+niral Services, UC of any product afierrges or gpalily assurance cdwnges Brroaghoet ft durdm for v*Wh this report is vaw. This evaluation report does na dress hor Irrply vrarrenty, Irsstellpficiir, reoonuirendAd use, or ollrar prvduri sitrlbuges that are notspe,cfscaly+ addressed herein. CREEK TECHNICAL $FRdtCES, LLC HaffaWaO Premium Basic Wind Speed (V, b): Frederick) Basic Wind Speed (Void): Deb* (HVHZ)% Dec: (Non-HVHZ): Unde'dayment: m1h. slope. Installation (HVHZ): Instatletioh (Noir-HVHZ): TAN W BtAUDlNG PRODUIrTS Asptwlt Singles Max. 184 mph Max.150 mph In accordance Wth FSC req*emerft; Solidly sheadted min. 19132 in. plywood or wood plank for new construction; Mn. 1502 In. plywood erdsting construction. In accordance with FSC reW*Sments; Solidly streaftted min. 1t31? In plywood or wood ptbnk for new consbu lion; Min. 7M8 b. t erdsung.c Dnouctton. In accordance with FBC requiements. 2;12 and In accordance until FBC "uirernghts. Rr%r to the manufacturer's applicaft.lnstrucUons when ImWhV shingles at slopes greater than 21:12. . Installed with 5 In.'.expostim in accordance with RAS 116 and manAacturees published instdiledon In*UQ.bbOL Shingles shall be attached vghi g `6 Rail Rasta dri 6d below. Installed with 5 in. aiposure in dcportlenca %Qth MC requirements and manufacturers publEslrhil ItfstagaNgn fnsm,stions. Shingles shall to attached using eftar •4 f laN Pact a or `6 Nee Patlem' dWed IlOW. 6, Flgur* & H"ge@ Pnivilum (FrooiM) 4 ;hail PanRterrt (non-HNHZ only) 5° Figure S. Hditge® FWmium (FmdeitN ZONE! ' MON SOtM TBPi5o01. 2 FLI M5 Page a of t 1 ifs evaluation reWrl Is provided for State of Florida product approval under Rule 616MA The manufeaurer dull naft CWW Technical Services, LLC Of any product changes or quality assurance dmnges throughout the duraflon for vdrtch this report is valid, This, evaluation rgmrt does not express nol imply warranty, installation, reoornMended Use, or other product dtriMes tat harenot speolncafly addressed herein. Ord TAlrBca BUILDING PRODUCTS Asphalt 8hlrtales F'CHNjCRL SERVICES, LLC IIc;rl X-VV wooftato Basic Wind Speed (V°h): Max. 194 mph Frederick) Basic Wind Speed (Vase): Max. 150 mph Deck (Non-HVHZr In accoldaAoe with FOC regdlements; Solldiy shealhed•min. 16/32 in. plywood or wood plank for new eonstrticibn; Mn. 7116 te. 00 ex siing construction. Underteyment: In accordance with FOG requirements. Min. slope: 2:12 and In accordance VA IBC re4UhM errb. Refer to the manu c.turer's AWIcaft instructions when installing shingles at slopes greater thou 21:12 Installation (Non-HVHZ):' Installed wfth 6 in, 9*os to in adpardance With FBC requitentenfs and. nTanufadorer-% publisbWd insia tation instructions. 'Shingles shAll be attached using Omar 04 Nati Pattern` or *6 Nall Pattern" detaRed below. f ® EXPOSURE V Figgie 10. "6 t sic Woodgatoe (Frederic" 4 gall Patbem (n.cift Coo Ll Figure 11, Heritag #,D Woodgaba (FMd®riclt) 6 Man Path m ZBPiSDO12 FL1t3355-R2 Pa9e 7 ci i1 Tilde "aat%n report Is pmm kkd for State of Florida product approval under Rude 61t32t A The manuibcprrer shall no* a;lM Technical Services, LLC of any product changes or quality assurance flanges Mroughout the duration for vrjrfati ft report is valm. This evefuatlon Teped does nol express nor imply warranty, iratallplion. reo4mmended uso, or aftr product eMbutes that are not specifically addressed herein. T9P11 SWCREEK TIECHNFcAL SMVICE.9, LLC Iftoitzoevirrupe Basic Wind Speed (V.by Phillipsburg) Basic Wind Speed (Vd): Di3ck (HV14Z): Dadk (Non-KVHZ): Vn#erlayawnt: Min. slope. Installation (HVHZ): Installation (Non-HVHZ); TAMKO BUIU3114G PRODUCTS ArOW Siftles Max. 194 mph Max. ifio mph In aqcoWance with FBC re quirement% Solidly sheathed min. ISM In. plywood or wood plank for new constW!on-, Min. ISM in. pywoo existing construcWn. In accordance with FOG mq"ments; Solidly $11sethod min. %Wjm-plywood or woo plank for new construction; Wh. 7116 h-'OSB.e)dgft -construction. In SoWrden,cfi with P13d P""Uh*n*ft, 2,12 and In accordance v^ PW r"rjb*hWft. Hofer, to the manufacturer's A*c8lkwi IMIR64oAs when Installingshinglesatslopesgreaterthan21:12. Installed with 6 In. wwosure in aowrdaj= With RAS 116 and manubclurer's P6111181" hawkilon inioru$, Shingles shdII bo aftched 41a11%11 'T MR P84W. (MblWd Wow, - I . Inwallod vwth 6 W. e)wm in atowd.oce vAth Pic requivernents abd manuffidurarls pollslod lnsWod n Instructions. SW*W shah be gftd*d Oft either 16 t4all PaiftrrP or V NON Oottem" dekiW.b4_oW Flum 1z Heft l VI 5 Nall Peftm (n0h.HVW- ci Ram i& HwftVs@ ttinuge 6 ill Pettorn FL B0114 TIft wW=fwn report is -provided for State oi Fibrichproduct approval under Rule GISM4 The mvw%mmrgWnotify - mew TechnicalServices. LLC of any product Gharqw or quq1W assurance changes 9)=~ the dumft for %Afth this wpm, is valid. ThisuVWwAlonreportdoesnotexpressnorImplyWiMffq. InoWlation, re=nmended use, or dftr pmdutg giMbut9i that am W spwitioWiliaddressedherein. CREEK T mmNiCAL SERVIcEs, LLC Hip C. Ride& Basic Wind Speed (V„ %): Frederl& 6 Joplin) Basic WJnd Speed (Vwd): Deck (HVHZ): Deck (Non-MVHZ): Underiaymtnt Min. slope: tinstailletion: TANGO BUILDING PRODUCTS Acpbadt Shingles Max. 194 mph Max. i5o mph In accordance with FBC requirernerds; Solidly sheafAed min. '19/3a in plywood or wood plank for new construction; Min: 15132 in. plywood e&lhgconstruction. In accordance *0 FBC requirements; Solidly sheathed Min. 1"2 hr. plywood -or wdod plank for new construction; Min. 7116 In. OSB eAsong construction. In aogordenoe with FW re4viregierils. 2s12 avid In accordance with FBG requlnemrds, iinstglled with 8-1/8 I ch exposure in accordance trlifh the FBC and manufactrmers published InstaMon instructions. The direction of the exposed end she# be away from fire prevailing wind. VkWftn of PiftWflito whid p-I/s" mute rnl Figure. 1 At IMF p Figure 2 Figure 14, Hip X Ridge (Ffekrisk & 4oplirs) TOPIWOU FLIB355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 81G20 3. The marrulacterer dW nowy CREEK Technical Services, LLC ad any prodDct changes or quality assurance changes throughma-the dum6m far v*kh Ibis MW Is valid. This evaluation report does nbt express not imply Mrarranfy, Inslaflalion, retordmendnid use, or ofhar product IM"buLss that are riot spe~ly addressed herein. CREEK Tlk-CkN1CAL S.trRVICES, LLC dittttrgaV Kip V. Ridge Basic Wind Speed (V„ rr): Phillipsburg) ) Basic Wind peed (V w): aic Deck (Pion-HVHZ): Undeflaymeril: fAn. slope: Instaltatlorr. TAAM BUWNQ PR9D4CTS. Asphblt Sbingies Max 1-94 mph Max. 160 mph In accordance with F13C requiremsrds; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Mn. 15M in. plrtwAod misting c onsstructton. In accordance with FOC rereqqulraments; Solidly sheathed min. IM2 in. plywopd or woo pbnk for new construction; ML 7116 h. Ose existing c orwtrudion. In accmdance with FBC requirementis. - 2s12 arid, in axoWdoce Oh FBC mgvbijrwrds. installed wttir 5 inch exposure in accordance .witty the FOC and manufacturer's publfi;hed Installation Instrpctlons. The direction of the exposed end shall be away from the prevalling wind. • U-le+ n of pwifflng t ftd exposure w Figure 2 Figure 1 gmuro W-IUMIM s - Figurfa 15. virttgo@ Hip & Ridge (PhiMpeburg) - Z FLt8855ai2 10 oM This evaluation repcA is provided fat $fat$ of Florida produrk apreval under mule 6iGi2 A Ttw marnrtgcturer shd wW Oj$W Technical Services. lLO of any product changes or quality aspuranoe changes tfunughout "-durafion for WO this repot is valid. This evelriatlon report does not eWes's nor•lmpty warmnty. Wilallation, recornmend6d use, or Other product aftiibutes go are not spgclBcsAly AWre9sed herein. CREEK i5CMRICAL SEFNICES, L.LC LirdlhTYki GHS TAMW BUILDING PATS Aspheft Shhkgles 1) Fire Classification is not within the scope of this evaluation. 2) The root dart and the roof det* attachment shall be designed by others to meet the minimum de$jgri loads established for components end ciadding and In accordance with P.sC requirenwrits. 3) The mean roof height shall be restricted to a maximum 33 ft In Cie HVHZ. 4) CigsslfiWdon fo ASTM D 7168 applies to wposure B & C with a btAdino mean roar hetgtit of MA or less. 5) Deck &ubstrates shall be clean, dry, and free frpm any irnagularities and debris. All fas ners in the deck shall be checf ed for probvstori and corrected prior fd undedaythentappfiCatlon. 6) Shingles shall• be iristalldd sterling at the 6sVe In horizohtel Idywt such that th laps abed water from the deck. 7) InslblleDon of the evaluated products sMII comply with this report, the FBC, and the Mnuractuler's published application Instructions. Where discrepancies exist between these sources. the more restdctive and code compliant detail thug prevall. 8) All products listed in this rdpbrt shall be manufactured under a k uaUty assuralkde program In Caktrpllance with Rule G1G240-3. t:Odf.Pi dCE St'A+Tti3a M The products evaluated herein by Zachary R. Ptest, P.E. have demonsoated compliance vuith the Ftprida BuildingCodeSeiP.dition (2014) as evitenced In the referenoed documents submMed by the nagied nWrw%chhi+er. S11P# aA sa# O?ffr NO 74D21 tt r STATE Of AL 9 705f 00t ZadMary R Priest, P.E. - Fic" o RepIshktibn. t+ & 74021 Orgaon No. ANE9641 C kn4Ft OF MDE ENCE CRIMK ThdMiaal Services: LLC does not hand, nor V"ll C a0wre, a 642WW bderest•in airy cwPI V Md.mdecibafngor dkstdbu" paod=% urr W 96 evelustbn. CREB( TecWcal Services, LLC is runt bwn*d, operated, or controlled by any canpany martdadwing or dislrib tft products under 111is ev*I4ww- Zacharyy K Prjwst. P.E. does not have, nor Wit acquire, a financial interest In any company vwwak3uft or distrtu ft products antler lids ewah+aUon. . Zachary It Priest, P.E. does not have, nor will acquire, a financial briefest in any other *rely tnvo w in on approval p viceas of the p ERD OF FtEPORT F- 08355-R2 I*e it of 11 This evaluation report is provided for Slate of Florida product approval under Rule 01IMD-3. The ma rAclurer shall no* CMM( Technical SerAces. LLCI of any product changes or quality assurance changes throughout the daVen for welch"report is valid. This evaluation report does riot express nor imply wanvoly, Installation, reaonkmended use, or oftr product attributes that are not spedlicefik addressed herelm FloFida Building Code Online Page I of 2 r p+.i r.s y..1.' -* K.a .;vi::c . r.r. T.• .• r '.A! rii;... tit. .iJ3 f•k`Ji"ACO. 'N:.:• " M'" ' p'••m'''Nv ' '.. • . ' ,•t b' •. .(. •'till • j• H- ram_ , i', 1::.; t ,. 4 t iWT'A" ai'i,f: BC1S Home : Log In i User Registration Hot Topics t Submit Surcharge ! Stats & Facts : Publications FBC Staff BCIS Site Map Links b 4 d USER: Public Approval hr USER: Public User Product ADprgyal Menu > Product or Application Search > gpallolion Lis[ > Application Detail FL # FL17401-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Mid -States Asphalt & Cant Strip, Inc. 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com James Buckner jimmy@cbucklnc.net Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Roofing Undedayments Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer v Evaluation Report - Hardcopy Received James L. Buckner P.E. @ CBUCK Engineering PE-31242 UL LLC 12/31/2019 Do Yeon Kim, P.E. Validation Checklist - Hardcopy Received FL17401 R3 COJ CertOflndeo.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 UL 1897 Year 2009 2004 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLl 7401 R3 Eouiv Test Standard Eauiv pddf https://www.floridabuilding.or2-/-nr/l)r avp dtl.asox?naram=vC1F.vxnwtllnt i n/,),?/,)nl 4 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method i Option D 21/02/2015 21/02/2015 21/04/2015 12/15/2025 FL # UNumber or Name Description 17401.1 L. U1K-Stic QUIK-Stick IWS, Self -Adhered Underlayments QUIK-Stick HT, QUIK-Stick HT -Pro, QUIK-Stick FS Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17401 R3 11 1 OuikStick EVAL REPORT pdf Verified By: James L. Buckner, P.E. PE #31242 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation FL17401 R3 AE 1 OuikSticb EVAL REPORT Ddf Created by Independent Third Party: Yes Instructions as a supplemental guide for attachment. 17401.2 12. QUIK-Stick HT (High -Temperature) Self -Adhered Underlayment (with uplift performance) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17401 R3 II 2 OUIkStIckHT EVALREPORT Ddf Verified By: James L. Buckner, P.E. P.E. #31242 Impact Resistant: N/A Design Pressure: +N/A/-52.5 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to Evaluation Report for Umitations and Conditions of Use. Refer to manufacturer's Installation FL17401 R3 AE 2 OulkStickHT EVALREPORT Ddf Created by Independent Third Party: Yes Instructions as a supplemental guide for attachment. Back M 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 Ste 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 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. 01 Section 455.275(1), Florida Statutes, effective October 1, 2022, licensees licensed under Chapter 455, F.S. must provide the Department with a address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To detenr are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: imr-,^9E Cradh Corti Safe httos://www.floridabuildina.org/Dr/ur ann dtl.a nx?naram=wCFV'YntxrtT)nt in/,)-7/,)n14 SpL=c1c5Wtj Srructurdl Enc;)1 L=L=rlrlQ CBUCK, Inc. Certificate of Authorization #8O64 Evaluation Report Mid -States Asphalt QUIK-STICK" Roof Underlayments Manufacturer: Mid -States Asphalt & Cant Strip, Inc. 1637 510 Avenue Tuscaloosa, AL 35402 800) 489-2391 for Florida Product Approval FL17401.1R3 Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Underlayment Product(s): Description: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 15-180-QS-ER Revises 15-180-QSER) Date: 10 / 27 / 15 Contents: Evaluation Report Pages 1— 6 QUIK-STICK" Self -Adhered Underlayment Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 614375-23.``I11111111 sL. V ENFC tc,Q No 31242 STATE OF Fs''•.P(ORIOP Gib 0NA1,E 2015.11.0213:38:15 -05'00' CBUCK, Inc. • Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Mailing Address: 2637 E. Atlantic Blvd, #34069, Pompano, FL 33062 FL #: FL 17401.1 R3 Date: 10 / 27 / 15 w- LJ Page Report No.: 2 of 64-QS-ER Specialh j Structuresl Engineerir1Q CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Mid -States Asphalt & Cant Strip, Inc. Product Category: Roofing Product Sub -Category Underlayment Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) PRODUCTS Product Standard Thickness Roll Description Nominal) Dimensions QUIK-STICK IW ASTM D 1970 50 mils 36" x 66.8' Self -adhering, SBS modified Ice & Water) 200 sgft) rolls membrane reinforced with non -woven fiberglass mat and a skid -resistant, granular surface QUIK-STICK IW ASTM D 1970 50 mils 36" x 66.8' Self -adhering, SBS modified Sand 200 sgft) rolls membrane reinforced with non -woven Ice & Water) fiberglass mat and a skid resistant, sand surface QUIK-STICK HT ASTM D 1970 60 mils 36" x 66.8' or Self -adhering, SBS modified High Temperature) 39" x 61' membrane reinforced with non -woven 200 sgft) rolls fiberglass mat and a skid -resistant, polyester surface designed for use in high temperatures QUIK-STICK HT Pro ASTM D 1970 60 mils 36" x 66.8' Self -adhering, SBS modified High Temperature) 200 sgft) rolls membrane reinforced with non -woven fiberglass mat and a skid -resistant, plastic film surface designed for use in high temperatures QUIK-STICK FS ASTM D 1970 45 mils 36" x 66.8' Self -adhering, SBS modified Film Surface) 200 sgft) rolls membrane reinforced with non -woven fiberglass mat and a skid -resistant, plastic film surface designed for use in high temperatures FL ##: FL 17401.1 R3 Date: 10 / 27 / 15 Liz r-? r n.. Report No.: 15-204-QS-ER Page 3 of 6 Speclaltti Structural ErlginsPring CBUCK, Inc. Certificate of Authorization #18064 Installation: "QUIK-Stick' shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014), and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through UL, LLC. (FBC Organization #1: QUA 9625). Performance Standards: The product described herein has demonstrated compliance with: o ASTM D 1970-09 —Specification Self -adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection a ASTM D 4798-04 - Standard Practice For Accelerated Weathering Test Conditions And Procedures For Bituminous Materials (Xenon -Arc Method) TAS 103 - Test Procedure for Self -Adhered Underlayments for Use in Discontinuous Roof Systems Standards Equivalency: The ASTM D 1970-01 standard version used to test the evaluated product assembly is equivalent to ASTM D 2970-09 standard version adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The products described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product has been evaluated in compliance with the building envelope Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. FL #: FL 17401.1 R3 Date: 10 / 27 / 15 C''"' ' r,, Report No.:15-204-QS-ER8",,1;``.:rt -wt' Page 4of6 Sp@Claltt i Structural Enc2inEmering CBUCK, Inc. Certificate of Authorization #8064 Referenced Data: I. ASTM D 1970-01 Test By PRI Construction Materials Technologies, Inc. FBC Organization ID# TST 1556) Report No. WRMI-011-02-01, Date: 9/04/09 (IW) Report No. BWR-514-02-01 (rev), Date: 9/04/09 (IWS) e Report No. BWR-543-02-01, Date: 9/04/09 (FS) Report No.. BWR-522-02-01, Date: 3/17/10 (HT Pro) 2. ASTM D 1970-01 & ASTM D 4798 Test Report No. BWR-534-02-03, Date: 9/07/12 (HT) 3. TAS 103 Test Report No. BWR-533-02-01, Date: 9/07/12 (HT) 4. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 5. Quality Assurance UL, LLC (FBC Organization #: QUA 9625) TGDY.R22025 6. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 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 report is a building code product evaluation per FLPE rule (FAC) 61G15- 36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. Deck shall be in compliance with applicable building code. 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) FL #: FL 17401.1 R3 gg Date: 10 / 27 / 15 n. :=1" I nea r it Pge rt No.: 5 of 64-QS-ER SpL=ciai tj Structured Englne:prinQ CBUCK, Inc. Certificate of Authorization #8064 Mid -States Asphalt & Cant Strip, Inc. QUIK-STICK" Self -Adhered Roofing Underlayments Installation Method Manufacturer's General Installation Instructions: Product to be applied directly to a clean dry surface, free from any moisture, ice, dust, loose nails, protrusions, voids or any other debris. Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. Do not lay rolls on their sides. Prime surface as recommended by manufacturer. Adhere membrane only in fair weather when the air, surface and membrane are at a minimum temperature of 400 F. For installation below 40" F, mechanically fasten membrane to deck with nails until fully adhered. Start at the low point of the deck, align the membrane and press into place onto roof deck. Adhesive is pressure -activated, so press firmly into place using uniform pressure with a weighted roller. Overlap end laps a minimum of 6". Side laps a minimum of 3". Drip edges a minimum of 3/8". For valley and ridge installation, cut product to desired length, apply pressure from the middle working to the outside edges. It is recommended QUIK-STICK end laps be sealed with a 1/8" layer of SBS mastic. Allow product to completely relax prior to any fastening. Minimum slope shall be 2:12 or greater. Do not expose QUIK-STICK IW, IWS or FS to direct sunlight for more than 60 days. Do not expose QUIK-STICK HT or HT Pro to direct sunlight for more than 90 days. QUIK-Stick" shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014), and in accordance with the installation method described herein subject to the limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. w.so Mr I L :' nZ FL tt: FL 17401.1 R3 Date: 10 / 27 / 15 Report No.:15-204-QS-ER Page 6 of 6 SpeclaltL, Structural Enolmnwing CBUCK, Inc. Certificate of Authorization a8064 Mid -States Asphalt & Cant Strip, Inc. QUIK-STICK" Self -Adhered Roofing Underlayments Product Illustrations S;N100TH QUIK-STICK IW QUIK-STICK IWS QUIK-STICK FS QUIK-STICK HT QUIK-STICK HT Ice & Water Ice & Water Film Surface Smooth PRO SAND High Temp CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLIC TION D f Application No: D ' ented-iSonstruction Value: $ 80,000 Job Address: 1805 HOLLY AVE SANFORD, FL 32771 Historic District: Yes No Parcel ED: 36-19-30-521-0000-0150 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work; New Single Family House per Plans Plan Review Contact Person: Roderick Waller Title: CEO Phone: 772-201-2850 Fax: 772-907-0420 Email:rodwallerl@gmail.com Property Owner Information Name GOLDENRULE HOUSING & COMM DEV CORP INC Phone: 407-272-1679 Street: 417E 2ND ST, Resident of property?: YES City, State Zip: SANFORD, FL 32772 Contractor Information Name Sunrise City CHDO, Inc Phone: 772-201-2850 Street: 3550 Okeechobee Rd Fax: 772-907-0420 City, State Zip: Fort Pierce FL 34947 State License No.: CGC1515114 ArchitecUEngineer Information Ngme: N/A Phone: t;eet: Fax: 01 1 St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIItST 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 Sball be inscribed with the date or application and the code in effect as or that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 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 constriction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Lk,--#J Signature of Contractor/Agent Date Print 7/13/17 SOPHIA HARRIS MY COMMISSION 0 FF897013 EXPIRES May 30, 2020 17 raenrce.comOwner/Agent is Personally Known to Me or Contractor/Agent is erson to Me or Produced ID Type of ID Produced ID Type of M 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 Fire Sprinkler Permit: Yes No Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: A 7-2-04AVASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Reviscd June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r • Application No: r" r, 2 3 Documented Construction Value: S "1q JV . Job Address: Q , Historic District: Yes N . Parcel ID: 1 -1 ' Z ' OUO O — O 15 Residenti Commercia Type of Work: N - Addition Alteration Repair Demo Chan a of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title.• Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info(@ar)i-oriando.com Property -Owner Information Name Phone: Street: Resident of property? : ND 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 State License No.: CF-CO57881 ArchitecUEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNMG 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 FINANCE4G, 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 bas 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 most be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shan be Inscribed with the date of application and the code in effect as of that date: SP Edition (2014) Florida Building Code Revised June 30, 201 S Permit Application NOTICE: In addition to the requirements of this pest, there may be additional restrictions applicable to thin property that may befoundinthepublicrecordsofthiscounty, sad there may be additional permits required from otter gm+etnmentsl 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 I3en Law, FS 713. The City of Sanford requiras payment of a plan review fen at the time of permit submittal. A copy of the executed contract is requiredTheordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedcon*uction value of the job at the time of submittalTheactualconstructionvaluewillbefiguredbasedontheaaentJCCValuationTableineffectatthetimethepermitisissued, inaccordancewithlocalordinance. 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. Sigaatare of0vWN/Agem Dift NW 6—w—w AwV Name S*md— of No%W-ftte of Floods Date Owner/Agent is Personally Known to Me or Produced ID Type of ID hgdLae of(batrectadAgrrtbate A. Thoa m Smith Not B Name S goa R o otsry•State p NOTARYPUMJC o STATE OF FLORIDA CemnA GG13888ti ContractodA Expires &211=1 gent is X Pwsocelly grown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories. New Construction: Electric - # of Amps Plumbing - # of Fb tares Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER ENGINEERING: FIRE; BUILDING: CONIIVEMS. Revived: June 30. rot i Permit Applicrion RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1805HollyDr Builder Name: GOLDEI`J_RULE I 4Street: 1805 Holly Dr. Permit Office: .# 1 7 - State, Zip: Sanford , FL , 32771 Permit Number. UCity, Owner: Jurisdiction: 69160 Design Location: FL, Sanford County:: seminole (Florida Climate Zone 2 ) 1 New construction or existing New (From Plans) 9. Wall Types(1591.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1243.70 ft' b. Frame - Wood, Adjacent R=13.0 348.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 4 d.\NIA R= ftr 10. Ceiling Types (1734.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30 0 1671.00 ft 6. Conditioned floor area above grade (ft') 1591 b. Knee Wall (Vented) R=19.0 63.00 ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(164.1 sgft.) Description Area a. Sup: Attic, Ret: Garage, AH: Garage 6 318.2 a. U-Factor: Dbl, U=0.34 164.06 fl' SHGC: SHGC=0.32 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: NIA ft' SHGC: 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.6 HSPF:8 20 SHGC: Area Weighted Average Overhang Depth: 1.709 ft. Area Weighted Average SHGC' 0.320 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1591.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1591.00 ft' b. Conservation features b. N/A R= ft' None c. NIA R= ft' 15. Credits Pstat Glass/Floor Area: 0.103 Total Proposed Modified Loads: 51.96 PASSTotalBaselineLoads: 52.06 1 hereby certify that the plans and specifications covered by Review of the plans and 1<'HE Spq, this calculation are in compliance with the Florida Energy specifications covered by this 35 Code. calculation indicates compliance with the Florida Energy Code. nm,• PREPARED BY: DATE: Before construction is completed this budding will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance the Florida Energy Code. Florida Statutes. CDDwith OWNER/AGENT: t+V6v BUILDING OFFICIAL: DATE: DATE: f_2-r8-! Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 On for whole house. 5/3/2017 5:17 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Pagel of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 1805HollyDr Bedrooms: 4 User Conditioned Area: 1591 Total Stories: 1 1 Worst Case: No GOLDEN RULE HOUSING Rotate Angle: 0 Cross Ventilation: No 691000 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 1805 Holly Dr. County: seminole City, State, Zip: Sanford , FL , 32771 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1591 13682.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1591 13682.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 147.9 ft 0 1591 ft° __ 0.2 0 0.8 ROOF Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1723 fl' 332 fl° Dark 0.85 N 0.85 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1591 fl° N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 Knee Wall (Vented) Under Attic (Vented) Main 19 Batt Main 30 Blown 63 fl' 0.11 Wood 1671 fl' 0.11 Wood 5/3/2017 5:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R4U5-1U14 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Oml To Wall_Type Space R_Value-Ft-in-FI_In Area-R Value-Fraction-Absor._Grade%_ 1 N Exterior Concrete Block - Int Insul Main 4.1 34 0 8 0 272.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 41 11 8 0 335.3 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 48 6 9 3 448.6 ft' 0 0 0.6 0 4 SW Exterior Concrete Block - Int Insul Main 4.1 4 9 9 6 45.1 ft' 0 0 0.6 0 5 W Exterior Concrete Block - Int Insul Main 4.1 15 5 9 3 142 6 ft' 0 0 0.6 0 6 Garage Frame - Wood Main 13 43 6 8 0 348.0 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 3 6 8 20 ft' WINDOWS Wall Omt ID Frame Panes NFRC U-Factor SHGC 1 N 1 Vinyl Low-E Double Yes 0.34 032 16 2 E 2 Vinyl Low-E Double Yes 0.34 0.32 15 3 E 2 Vinyl Low-E Double Yes 0.34 0.32 16 4 E 2 Vinyl Low-E Double Yes 0.34 0.32 31 5 S 3 Vinyl Low-E Double Yes 0.34 0.32 15 6 S 3 Vinyl Low-E Double Yes 0.34 032 16 7 SW 4 Vinyl Low-E Double Yes 0.34 0.32 20 8 W 5 Vinyl Low-E Double Yes 0.34 0.32 15 9 W 5 Vinyl Low-E Double Yes 0.34 0.32 16 Area Overhang Depth Separation Int Shade Screening 2 ft' 1 ft 4 in 0 ft 7 in Drapes/blinds Exterior 5 8 W 1 ft 4 in 0 ft 7 in Drapes/blinds Exterior 5 2 ft' 1 ft 4 in 0 ft 7 in Drapes/blinds Exterior 5 5 ft' 1 ft 4 in 0 ft 5 in Drapes/blinds Exterior 5 8 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 2 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 6 fl' 4 ft 4 in 0 ft 11 in None None 8 it' 1 ft 4 in 2 ft 1 in Drapes/blinds Exterior 5 2 ft' 1 ft 4 in 2 ft 1 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 440 ft' 440 ft' 44 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1140.2 62.6 11772 .1995 5 HEATING SYSTEM IV # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/hr 1 sys#1 5/3/2017 5:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart Company Name System Model # Collector Model Area Volume FEF None None fl' DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 318.2 ft Garage 79.55 It Proposed On Garage cfm 95.5 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heatin HJan Jan Feb HFeb Mar NMar r r Ma Jun Jul Ma Jun Jul AugSep Au Se Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 80 78 78 78 78 78 78 78 78 78 7880 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 5/3/2017 5:17 PM EnergyGauge® USA - FlaRes2014 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. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 1805 Holly Dr., Sanford, FL, 32771 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1591 b. Knee Wall (Vented) Area c. N/A W11. 164.06 Ducts a. Sup: Attic, Ret: Garage, AH: Garage ft' 12. Cooling systems ft' a. Central Unit ft' 1.709 ft. 0.320 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1591.00 ft' b. N/A R= ft' c. N/A R= ft' 13. Heating systems a. Electric Heal Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final 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: Insulation Area R=4.1 1243.70 W R=13.0 348.00 fl' R= ft' R= ft' Insulation Area R=30.0 1671.00 ft' R=19.0 63.00 ft' R= ft' R W 6 318.2 kBtu/hr Efficiency 28.6 SEER:14.00 kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.95 Pstal 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. 5/3/2017 5:17 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM 'R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1805 Holly Dr. Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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. 0 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 verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the 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, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and 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 IeakageWndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAM/DMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)UI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/3/2017 5:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. O 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. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '% inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water healing systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water healing systems to be turned off. O R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. O 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. O R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6A.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. 5/3/2017 5:18 PM EnergyGauge® USA - FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) .The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 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. 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. O 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. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI 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 verity 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. 5/3/2017 5:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 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 D This checklist 0 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, a -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). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage" then a completed Form R405 Duct leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 5/3/2017 10:42:57 AM Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1805HollyDr Builder Name: GOLDEN RULE HOUSING Street: 1805 Holly Dr. Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace 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 5/3/2017 5:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: 1805HollyDr Builder Name: GOLDEN RULE HOUSING Street: 1805 Holly Dr. Permit Office: City, Slate, Zip: Sanford , FL , 32771 Permit Number: Design Location, FL, Sanford Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide by Leakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 5/3/2017 5.19 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 1805HollyDr Builder Name: GOLDEN RULE HOUSING Street: 1805 Holly Dr. Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 1591 sq.ft. Cond. Volume: 13683 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/3/2017 5.19 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DELAIR Manual S Compliance Report 1110M- Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone* 407-831-2665 Far 407-333-3853 Web WWW.DEL-AJR.COM For: GOLDEN RULE HOUSING FL Design Conditions Job: 1805 HOLLY DR Date: 513117 By: JH Outdoor design DB: 93.0°F Sensible gain: 21342 Btuh Entering coil DB: 76.5°F Outdoor design WB: 75.2°F Latent gain: 3048 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 24390 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 22502 Btuh 105% of load Latent capacity: 4189 Btuh 137% of load Total capacity: 26692 Btuh 109% of load SHR: 84% Design Conditions Outdoor design DB: 40.9°F Heat loss: 21210 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 26695 Btuh 126% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 "F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.1 kW 98% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. WI.1 ill N4' 2017-May-0311:08:17 9 Right -Suite® Universal 2017 17.0.16 RSU24020 page 1 1GoldenruleHouseing118D5HOIlyDr11605HolyDr.rup Calc = M.18 House faces W Job: 1805 HOLLY DR DEL --AIR Component Constructions Date: 513117 Entire House By: JH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 Fax 407-333-3853 Web: WWW.DEL-AJR.COM For: GOLDEN RULE HOUSING FL Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 290N Outdoor: Heating Dry bulb (°F) 41 Daily range (=F) - Wet bulb ('F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft• BWh4Y--'F ft!'FIBWh ROM' Btuh ewhIM Borh Walls 13A-2ocs: Blk wall, stucco exl, r-2 e)d bd ins, 8" thk, 1/2" gypsum n 256 0.201 0 5.85 1496 4.41 1129 board int fnsh a 272 0.201 0 5.85 1588 4.41 1198 s 416 0.201 0 5.85 2434 4.41 1836 sw 25 0.201 0 5.85 144 4.41 109 w 110 0,201 0 5.85 545 4.41 486 all 1078 0,201 0 5.85 6308 4.41 4756 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 91 0.049 19.0 1.43 130 2.67 243 gypsum board int fish Partitions 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 1.33 ft e overhang (5.25 ft window ht, 0.58 ft sep.); 6.67 ft head ht e all 2A-2ovd: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" e gap, 1/8" thk; NFRC rated (SHGC=0.32); 1.33 ft overhang (6 ft window ht, 0.42 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 1.33 ft S overhang (5.25 It window ht, 1 ft sep.); 6.67 ft head ht all 10C-v: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.32); 4.33 ft overhang (6.67 ft window ht, 0.92 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.32); 1.33 ft overhang (5.25 ft window w ht, 2.08 ft sep.); 6.67 ft head ht all Doors 11 DO: Door, wd sc type 328 0.091 13.0 2.65 869 1.47 482 16 0.340 0 9.89 160 10.9 176 16 0.340 0 9.89 156 29.3 461 16 0.340 0 9.89 160 29.3 474 48 0.340 0 9.89 476 23.1 1111 32 0,340 0 9.89 312 34.1 1074 16 0.340 0 9.89 156 10.9 172 16 0.340 0 9.89 160 10.9 176 32 0.340 0 9.89 316 10.9 348 21 0,340 0 9.89 203 9.82 202 16 16 32 n 20 0.340 0 9.89 156 36.9 580 0.340 0 9.89 160 36.9 597 0,340 0 9.89 316 36.9 1177 0.390 0 11.3 227 12.1 242 c + wrightsoft- 20t7 May-03 11:ge I ACCA Right -Suite® Universal 2017 t7.0.16 RSU24020 Page tGoldenruleHouseing\1805HollyDrt1805HollyOr rup Celc = MJB House laces W Ceilings 1613-30ad: Attic ceiling, asphalt shingles root mat, r-30 veil ins, 1/2" 1671 0.032 30.0 0.93 1556 1.75 gypsum board int tnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.8 4257 2917 wrl Latsaft• 2017-May-0311*08:17 Right-Suile® Universal 2017 17.0.16 RSU24020 Page 2 GoldenruleHousemg\1805HollyDrNIBOSHollyDr.rup Calc = MJB House laces. W Job: 1805 HOLLY DR Q'1' DEL -AIR Project Summary Date: 513117 HUM • •w t011111n11111111M Entire House By: JH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 Fax 407-333-3853 Web. WWW.DEL-AJR.COM For: GOLDEN RULE HOUSING FL Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 17761 Btuh Ducts 3449 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21210 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (W) 1591 1591 Volume (ft3) 13797 13797 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 87 46 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 16413 Btuh Ducts 4929 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21342 Btuh Latent Cooling Equipment Load Sizing Structure 2208 Btuh Ducts 840 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3048 Btuh Equipment total load 24390 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0,045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 20888 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl httsttYft' 9 2017-May-0311.0817 Right-Suile® Universal 2017 17.0.16 RSU24020Ak Page 1 1GoldenruleHouserng11805HollyDr11805Ho11yDr.rup Calc = MJ8 House laces: W R DEL -AIRNoma -=conoff ror Right -A) Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone• 407-831-2665 Fox 407-333-3353 Web: WWW.DEL-AJR.COM Job: 1805 HOLLY DR Date: 513117 By: JH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 147.9 ft 8.6 ft 1595.5 ft' BED3 25.9 ft 8.0 ft heat/cod 1.0 x 152.3 ft 152.3 ft" Ty I Construction number U-value BtuWft;'F) Or HTM Btuh/ft') Area (ft.) or perimeter (11) Load Stuh) Area (ft") or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1qJ G 13%2ocs 2A-2ov 0,201 0.340 n n 5.85 9.89 4.41 10.89 272 16 256 0 1496 160 1129 176 112 0 112 0 655 0 494 0 W 1613-19ad 0.049 n 1.43 2.67 91 91 130 243 0 0 0 0 11 13A-2ocs ZA-2ov 2%A-20v 2A-2ovd 0.201 0.340 0.340 0.340 a a a a 5.85 9.89 9.89 9.89 4.41 29.28 29.28 34.09 335 16 16 32 272 2 2 4 1588 156 160 312 1198 461 474 1074 96 0 16 0 80 0 2 0 467 0 160 0 352 0 474 0TE W 13A-2ocs ZA-2ov 2A-20v 0.201 0.340 0.340 s s s 5.55 9,39 9.89 4.41 10.69 10.89 448 16 16 416 16 16 2434 156 160 1836 172 176 0 0 0 0 0 0 0 0 0 0 0 0 wL-C 13A-2ocs 10C-v 0.201 0.340 sw sw 5.85 9.89 4.41 9.82 45 21 25 19 144 203 109 202 0 0 0 0 0 0 0 0 13A-200s 2A-2ov 2e-2ov 0.201 0.340 0.340 w w w 5.85 9.69 9.89 4.41 36.85 36.85 142 16 16 110 0 0 645 156 160 466 580 597 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 11D0 0.091 0.390 n Z.65 11.35 1.47 12.11 348 20 323 20 869 227 462 242 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.93 1.75 1671 1671 1556 2917 152 152 142 266 F 22A-tpl 0.989 28.78 0.00 1596 148 4257 0 152 26 746 0 6 c) AED excursion 01 1 34 Envelope lossion 14969 12554 2170 1620 12 a) Infiltration b) Room ventilation 2791 0 909 0 435 0 142 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 1800 0 0 0 Subtotal pines 6 to 13) 17761 16413 2605 1762 14 Less external load Less transfer Redistribution Subtotal Duct loads 1 19% 30% 0 0 0 17761 3449 0 0 0 16413 4929 19% 30% 0 0 0 2605 506 0 0 0 1762 529 r Total room load Air required (cfm) I 1 21210 1 953 21342 953 1 3111 140 2291 102 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrigtstsot'k- ik Right-Suile4D Universal 2017 17.0.16 RSU24020 2017-May-03 1 Page 11 GoldenruleHouserng%1805HoUyDA1805HoUyDr.rup Calc = MJS House faces W PDEL-AIRamas•wesrwnoww Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.831-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM Job: 1805 HOLLY DR Date: 613117 By: JH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BED4 11.9 ft 8.0 ft heat/wol 1.0 x 147.5 It 147.5 ft' KITCH 27.5 ft 9.2 It heat/cocl 1.0 x 192.5 ft 192.5 ft' Ty Construction number U-value Btuh/ft-F) Or HTM Btumt") Area (fly) or perimeter (11) Load Btuh) Area (ft") or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 KV G 13A-2ors 2A-2ov 0.201 0.340 n n 5.85 9.89 4.41 10.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.43 2.67 0 0 0 0 13 13 19 36 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ovd 0,201 0,340 0,340 0.340 a a a a 5.85 9.89 9.69 9.89 4.41 29.28 29.25 34.09 96 16 0 0 80 2 0 0 469 156 0 0 354 461 0 0 104 0 0 32 73 0 0 4 424 0 0 312 320 0 0 1074 1 13A-2ocs 2A-20v 2A-2ov 0.201 0.340 0.340 s s 5 5.65 9.59 9.89 4.41 10.89 10.89 0 0 0 0 0 0 0 0 0 0 0 0 116 0 0 116 0 0 678 0 0 512 0 0 G G Vp/ 13A- = 10C,-v 0,201 0,340 sw aw 5.85 9.89 4.41 9.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 w w w 5.55 9.89 9.89 4.41 36.85 36.85 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 18 0 0 106 0 0 80 0 0 G L -G q 0 12C-0sw 11D0 0.091 0.390 n 7-65 11.35 1.47 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 148 148 137 257 213 213 198 371 F 22A4pl 0,989 28.78 0.00 148 12 343 0 193 28 791 0 6 c) AED excursion 67 129 Envelope loss/gain 1106 1140 2529 2264 12 a) Infiltration b) Room ventilation 201 0 65 0 527 0 171 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 1200 Subtotal (lines 610 13) 1307 1206 3056 3636 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 30% 0 0 0 1307 254 0 0 0 1206 362 19% 30% 0 0 0 30% 593 0 0 0 3636 1092 Total room load Air required (elm) 1 1560170 1565 70 3649 164 4727 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtwcwft- 2017-May-03 11:05:17 Right -Suite® Universal 2017 17.0,16 RSU24020 Page 2 GoldenruleHouseing%1805HoltyDrt1805HollyDr.rup Calc = MJ8 House faces: W DEL --AIR Right-M Worksheet Mcgrarnpm Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AJR.COM Job: 1805 HOLLY DR Date: 513117 By: JH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BED2 15.0 R 5.0 ft heal/coal 1.0 x 169.4 ft 169.4 ft' BTH2 0 it 3.0 ft heaUcod 5.5 x 10.5 ft 57.8 ft' Ty Construction number U-value Btutt/ftk F) Or HTM Btuh/ft?) Area (ft") or perimeter (ft) Load Btuh) Area (ft) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vp/ L-( 13A-2ors 2A-Zov 0.201 0.340 n n 5.85 9.89 4.41 10.89 120 16 104 0 607 160 458 176 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.43 2.67 0 0 0 0 0 0 0 0 11G 13A-2ocs 24-2ov 2A-2ov 7A-2ovd 0.201 0.340 0.340 0,340 a a a a 5.85 9.89 9.89 9.69 4.41 29.28 29.28 34.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II, W I--G 1--G 13A-2ocs 2A-20v 2A-2ov 0.201 0.340 0.340 s s s 5.85 9.89 9.89 4.41 10.89 10.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q C 13A-2ocs 10C-v 0.201 0.340 sw sw 5.85 8_89 4.41 9.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I--G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 w w w 5.85 919 9.89 4.41 36.85 36.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L- G q D 12C-0sw 11DO 0.091 0.390 n 2.65 11.35 1.47 12.11 96 0 96 0 254 0 141 0 44 0 44 0 117 0 65 0 C 16B-30ad 0.032 0.93 1.75 169 169 156 296 58 58 54 101 F 22A4pl 0.989 28.78 0.00 169 15 432 0 58 0 0 0 6 c) AED excursion 72 10 Envelope loss/gain 1611 999 170 155 12 a) infiltration b) Room ventilation 251 0 82 0 0 0 0 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal Pines 6 to 13) 1 1862 10601 170 155 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 30% 0 0 0 1862 362 0 0 0 1080 324 19% 30% 0 0 0 170 33 0 0 0 155 47 Total room load Air required (dm) I 2224 1 100 1405 63 1 203 1 9 202 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlght4s:oPt- 2017-May-03 n:08:17 Right -Suite® universal 2017 17.0.16 RSU24020 Page 3 1GoldenruleHouseing11805HollyDr%1805HollyDr.rup Celc a MJ8 House faces: W R DEL -AIRrmam- M mrorro Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone. 407-831-2665 ex: 407-333-3853 Web: WWW.DEL-AIR.COM Job: 1805 HOLLY DR Date: 513117 By: JH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M.BTH 0 ft 8.0 ft heat/cool 1.0 x 65.6 ft 68.6 ft' WEED 39.0 ft 8.0 ft heaVccd 1.0 x 252.3 ft 252.3 1t' Ty Construction number U-value BtuWh;'F) Or HTM Bluh/ft.) Area (ft) or perimeter (ft) Load Stuh) Area M or perimeter (ft) Load Btuh) Heat Cod Gross N/PIS Heat Cod Gross N/P/S Heat Cod 6 1A L_; 13A-2ocs 2A-2ov 0.201 0.340 n n 5.35 9.89 4.41 10.89 0 0 0 0 0 0 0 0 40 0 40 0 234 0 176 0 W 1613-19ad 0.049 n 1.43 2.67 0 0 0 0 0 0 0 D 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ovd 0.201 0.340 0.340 0.340 a a a a 5.85 9.89 9.89 9.89 4.41 29.28 2928 34.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 s s s 5.85 9.89 9.89 4.41 10.89 10.89 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 148 0 0 866 0 0 653 0 0 1 l G 13A-2ocs 1%;-v 0.201 0.340 sw sw 5.85 9.89 4.41 9.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-20v 2A-2ov 0.201 0.340 0.340 w w w 5.85 9.89 9.89 4.41 36.85 36.85 0 0 0 0 0 0 0 0 0 0 0 0 124 16 16 92 0 0 538 156 160 406 580 597GG q D 12C-0sw 11D0 0.091 0.390 n 2.65 11.35 1.47 12.11 72 0 72 0 191 0 106 0 84 0 84 0 222 0 123 0 C 168-30ad 0.032 0.93 1.75 69 69 64 120 252 252 235 44D F 22A-tpl 0.989 28.78 0.00 69 0 0 0 252 39 1122 0 6 c) AED excursion 14 283 Envelope loss/gain 255 211 3534 3260 12 8) Infiltration b) Room ventilation 0 0 0 0 653 0 213 0 13 Internal gains: Occupants 230 Applianceslother 0 0 0 1 230 600 Subtotal pines 6 to 13) 255 211 4187 4302 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 19% 30% 0 0 0 255 49 0 0 0 211 63 19% 30% 0 0 0 4187 813 0 0 0 4302 1292 Total room load Air required (elm) 1 304 14 275 12 500D 225 5594 250 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlght6ofit- 2017-May-03 11:08:17 Right -Suite® Universal 2017 17.0A6 RSU24020 Page 4 GoldenruleHousemg%1805Holly0r11805HollyDr.rup Calc = MJ8 House faces: W 4DEL--AIR Right-M Worksheet j,a=."r`°"°'"" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831-2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM Job: 1805 HOLLY DR Date: 513/17 By: JH 1 Room name LIVING M.WIC 2 Exposed wall 28.6 ft 0 ft 3 Room height 9.5 N heal/coal so ft heat/cod 4 Room dimensions 1.0 x 520.4 ft 10 x 34.9 ft 5 Room area 520.4 ft' 34.9 111 Ty Construction U-value Or HTM Area (ft") Load Area (it") Load numberI BtuWM-F) BtuhKt") or perimeter (ft) Btuh) or perimeter (ft) Btuh) IHeatCodGrossN/P/5 Heal Cod Gross I N/P/5 Heat I Cod 2A-d 0.340 e I 9.89I 29.25 — 4, 411 30 30I 220I 170I 0 0 0 0 W 7JM-LOGS V.LV 1 S 0.01 9." I 109 I.719 00.9 of I V V V V ZA-20v 0.340 s 9.89 10.89 16 16 156 172 0 0 0 0 2A-2ov 0.340 s 9.89 10.89 16 16 160 176 0 0 0 0 13A-2ocs 0.201 sw 5.85 4.41 45 25 144 109 0 0 0 0 10C v 0.340 sw 989 9.82 21 19 203 202 0 0 0 0 W 13A-2oc3 0.201 w 5 85 4.41 0 0 0 0 0 0 0 0 ZA-20v 0.340 w 9 89 36.85 0 0 0 0 0 0 0 0 2A-20v 0.340 w 9.89 36.85 0 0 0 0 0 0 0 0 6 c) AED excursion 1 156 4 Envelope loss/gain 3563 2848 32 57 12 a) Infiltration 724 236 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 0 0 Appliances/other 0 0 Subtotal Vines 6 to 13) 4286 40031 321 57 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4286 4003 32 57 15 Duct loads 19% 30% 832 1202 19% 30% 6 17 Total room load 5119 5206 39 74 Air required (dm) 230 232 2 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgbtspTk- 2o17-May-03 11:08.17 Right -Suite® Universal 2017 17.0.16 RSU24020 Page 5 GoldenruleHouseing%1805HollyDA1805HollyDr.rup Calc = MJB House laces W W. DEL --AIR Duct System Summary 10 0010'11om Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AJR.COM For: GOLDEN RULE HOUSING FL Job: 1805 HOLLY DR Date: 513117 By: JH 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 0,256 in/100ft 0.256 in/100ft Actual air flow 953 cfm 953 cfm Total effective length (TEL) 133 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 2224 100 63 0.350 6.0 Ox 0 VIFx 12.0 85.0 st1 BED3 h 3111 140 102 0.256 7.0 Ox 0 VIFx 32.9 100.0 st3 BED4 h 1560 70 70 0.261 6.0 Ox 0 VIFx 30.5 100.0 st3 BTH2 h 203 9 9 0.355 4.0 Ox 0 VIFx 10.8 85.0 st1 KITCH c 4727 164 211 0.256 8.0 Ox 0 VIFx 32.6 100.0 st3 LIVING c 5206 230 232 0.346 8.0 Ox 0 VIFx 13.3 85.0 st1 M.BED c 5594 225 250 0.330 9.0 Ox 0 VIFx 18.2 85.0 st2 M.BTH h 304 14 12 0.341 4.0 Ox 0 VIFx 14.7 85.0 st2 M.Wlc c 74 2 3 0.340 4.0 Ox 0 VIFx 14.9 85.0 st2 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 374 383 0.256 488 12.0 0 x 0 VinlFlx SO st1 Peak AVF 713 688 0.256 667 14.0 0 x 0 VinlFlx st2 Peak AVF 240 265 0.330 487 10.0 0 x 0 VinlFlx 2017-May-03 11:08:18 wrightSaft- RighlSuite® Universal 2017 17.0.16 RSU24020 page 1 GoldenruleHouseingl1805HollyDr11805HollyDr.rup Celc = MJ8 House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx a 2017-May-03 11.08 18 wrightSO `' Righl-Suile® Universal 2017 17.0.16 RSU24020 Page 2 1GoldenruleHousemg11805HollyD61805HoUyDr.rup Cale = MJ8 House feces: W 4' dryer duct to roof cap r/dryer vent box A/C PAD 42X42 A/C SLAB. BY BLDR MIN 2' FROM WALL 25 SH 25 SH 25 SH 100 70 12x6 Iwcd 6' l0x6 lwcd e' 12' x rn 65 4- IOx6 Iwcd 8x4 lwc l0 B TF BED RM.*2 y CA 14' e/sMw 0 D lo• pose LAT 22.5••x52•A rnc 8x ACCESS 10 I- CAR GARAGE r ay 2.5 TON W/5KW @240V IPH 18x10 plea platform by bldr scale -1/8'=1'C' DOOR NOTE TO BUILDERMUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized In compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 210 14x8 iwcd LIVING RM. 230 MILT 14x8 sw LIVING RM.' VAMI 5 8x4 lwcd 14' t we 9' 250I12xI2 lwcd MA. BED RM. ac PR 25 SM 7'kitchen vent to roof cap 3' bath duct to roof cap w/fan Nutone 696RNB Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. LD Z h-1 LL I D 0 LLJ Q D J l J LLJ _ Q LO J O Q CO Rating o r w 0 Z J Q p I— m w I-- Z Q J M CL O ::) J (n Q 0 Ix 01 Site Benchmark Information- i-#1 Set Nail and Disk "LB 7623" in Asphalt Roadway. Elevation: 48.28' 2 Set Nail and Disk "LB 7623" in Asphalt Roadway. Elevation: 48.02' a 0 1 d Revision: Foundation Survey 11/15/18 TCD Block Corner Fnd. '%" Rebar No Identification) Q q-w M O 0 z Fnd. %" Rebar No Identification) n J JU N 0 VN U C U O3 oJ co 1) O o z o z U 26. a U Fnd. %" Iron Pipe j No Identification) 0 1 FOUNDATION SURVEY Legal Description: THE SOUTH 22 FEET OF LOT 15 AND THE NORTH 39 FEET OF LOT 16, 1 ST ADDITION TO PINEHURST ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 79 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: WILBERT J. BRYANT GOLDEN RULE HOUSING: CENTENNIAL BANK Remainder of Lot 15 135.8' (P) N 89'43'49" E 135.23' (M) T 7 Fence Comer is Graphic Scale 0.4'Wand 0.3'N 0' 10, 20' 40' Scale: 1 "=20' Fnd. 1" Iron Pipe No Identification) I 1 0 4' E IU I Lot 24 I 55. S 22' of Lot 15 Overhead Utility Line -Symbols- 7) - Utility Pole Spot Elevation Formboard Location 0 sD ( 11/15/18)toI o Residence # 1805 FIFE = 49.78' N (D N 39' of Lot 16 a 18. 4' I z Lot 25 38. 0' . z z z b Xz D c4 ry N CIJ t l r I" 0.5' E 1 i Fnd1" Iron Pipe I S 89°58'32" E 1 5.59' (M) (No dentifijOn) 135.8' ( P) Remainder of Lot 16 Benchmark Information- FDOT Network N. Trip Base ID Sanf. Elevations are referenced to the North American Vertical Datum 1988 (NAVD 88) 1805 HOLLY AVENUE, SANFORD, FLORIDA 32771 Field Date: 11/15/2018 Date Completed: 11/15/18 Drawn By: CW. File Number: IS-29611 FO Legend- C Calculated PC -Pont of Curvature Centerline pg. - Page CB Concrete Block PI - Point of Intersection CM Concrete Monument P.O.B. -Pant of Beginning Conc. Concrete P.O.L. - Point on Line D Description PP _ Power Pole DE Drainage Easement PRIM - Permanent Reference Esmt. Easement Monument F.E. M.A. - Federal Emergency PT -Point of Tangency Management Agency R - Radius FFE Finished Floor Elevation Rad. - Radial Fnd. Found R&C - Reber & Cap IP Iron Pipe Red. - Recovered L Length ( Am) Rfd. - Roofed M Measured Set - Set W' Reber & N&D Nail & Disk Reber Cap %B 7623" N.R. Non -Radial Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter P.E. Plat Book A - Delta (Central Angle) 0- Wood Fence 0- - Chain Link Fence NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB". Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written verification, Will be at the User's Sole Risk and without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - NONE VISIBLE I hereby Certify that this Boundary Survey of the above Described Property Is True and Correct to the Best of my Knowiedge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standard of Practice for Land Surveying in the Slate of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes. Pursuant to lion 472 27 Florida Statutes. 0.tCK 1 QP a' fl q- off N0. 6 ] TH= FIRM PatrickK. Irelan%Nd.Z.diErrtnossed6637LB 7623 This Survey Is intene of Said Certified Pa ties. This Survey NOT Vo with Survevol's Seal. Ireland & Assocktes SurueR, Inc. 1301 S. International Parkway Suite 2001 Lake Mary; Florida 32746 www.irelandsurveying. com Office-407. 678.3366 Fax-407.320.8165 i of This document has been electronically RECORD COPY signed using a Oigital Signature. Printed copies without an original signature must be verified using the original ckdrunic version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 ' /4• Florida Engineering Certificate of Authorization Number: 0 27 r\ .•'' A,'•• / Florida Certificate of Product Approval N FL1999 : •G r's= .•Cs Page 1 of I Document ID:1 W 11408-ZOG22154428 No. 708161 t Truss Fabricator: ACCU-Span Truss Company 7obldcntification: 16003-/SINGLE STORY HOME -GOLDEN RULE HOUSING -- 18 5 H6{LY §"FAyf`DF, 4 03-/SINGLE Sl Truss Count: 34 ''• F r Model Code: Florida Building Code 5th Edition (2014) Q '• ( a? Truss Criteria: TP I -2007 (STD) efts ••••. Engineering Software: Alpine Software,Version 15.01. S ONA Structural Engineer of Record: The identity of the structural FOR did not exist as of ""'"M%. Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 37.0. PSF @ 1.25 Duration Floor N/A Wind 139 MPH ASCE 7-10 -Closed Notes: 05/22/2017 1. Determination as to the suitability of these truss components for the William H.Krlck structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr, Suite ISO on the Individual truss component drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: BRCLBSUB- 1 57615--A1 17142235 05/22/17 2 57616-410 17142236 05/22/17 3 57617--All 17142253 I 05/22/17 4 57618--Al2 17142237 05/22/17 5 57619--A13 17142254 05/22/17 6 57620-410 17142255 05/22/17 7 57621--A15G 17142256 05/22/17 8 57622--A2 17142257 05/22/17 9 57623--A3 17142258 05/22/17 10 57624--A4 17142238 05/22/17 11 57625--A5 17142259 05/22/17 12 57626--A6 17142239 05/22/17 13 57627--A7 17142260 05/22/17 14 57628--AB 17142240 05/22/17 i 15 57629--A9 17142261 05/22/17 ; 16 57630--B1 17142241 05/22/17 17 57631--B2 17142262 05/22/17 18 57632--B3G 17142263 05/22/17 j 19 57633--EJ31 17142242 05/22/17 20 57634--EJ5A 17142243 05/22/17 , 21 57635--EJ7 17142244 05/22/17 22 57636--SJ7 17142245 05/22/17 23 57637--CJ1 17142246 05/22/17 24 57638--CJ1A 17142247 05/22/17 , 25 57639--CJ3 17142248 05/22/17 26 57640--CJ3A 17142249 05/22/17 27 57641--HJ4 17142264 05/22/17 28 57642--HJ7 17142265 05/22/17 i 29 57643--HJ9 17142266 05/22/17 30 57644--SJ1 17142250 05/22/17 31 57645--SJ3 17142251 05/22/17 = 32 57646--SJ5 17142252 05/22/17 33 57647--SJ9 17142267 05/22/17 Ref Descriptionawin Dat 34 57648--M3 17142268 05122117 17-2134 SANFORD THIS ONG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. t10VUO-j3J"ULL 31UKT IIUML -ULlLULM MULL MUUZOL nIa - 1tlUD nut.LT UH. ANP UNU, PL - Al) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, located anywhere in roof, RISK CAT 11. EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP y2 Dense J4 2x4 SP yl Dense: DL-5.0 psf. GCpi(-t/-)-0.16 Bot chord 2x4 SP y2 Dense :B3, B4 2x4 SP #1 Dense: Webs 2x4 SP #3 :W5, W6 2x4 SP R2 Dense: Wind loads and reactions based on MWFRS with additional C&C member Rt Wedge 2x4 SP #3: design. Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.32" due to live load and 0.41" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Calculated vertical deflection is 0.55" due to live load and 0.71' due factor for dead load is 1.50. to dead load at X - 17.4-14. 6X6 (R1) o, 6X8 3X6 (Al) - ' AO — 5X6 - 2X4 m 4X6(A9R) 3X8 p lE h 2'4.1 4-14 R-1456 U-421 W-7.625" RL-272/-272 36-8-0 Over 2 Supports PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT RT=O%(O%) 10(0) 15 NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAVINGI IMPORT ANT.. FURNISM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSIALLG5. anIru+tf+ repo ire ntrepe ore In hbrlUU nq. n•neling. snipping 1nsIN flop •n0 Dr•'Inq Refer Le In. lalefl 1011lOn OI gC51 IDulleln9 COeppnnnt S•IeLy Inl Or4llen by I I anD HICA) 1"1 +•left praLll'I le per/erelnq lne sr Irn[llen+ Insl•Ilerf +Hall pro•Iee Leeper-y bracing per SCSI. Uhl... netep OLnI 1pp'nbre sMll npe properly •lt•'nee Hruclural aM•lhing •ne bells cnsro +n•11 here • peperlr •l LI 1Ir+11 11II flgle 'e111no. Le lI— +own ter perH nt nl laler•1 realr•1 HE el root +nail M•! Dra[In9 In+t•Ilee pt " D 1 + i'Llen+ D) V at BID. at applicable. able. Apply pI•lea to each 1•n at Lru ps •no esAlUen at +horn •be•< lnf Jelnl Del•Ilf. unl a+t nelee ..Herr l+p. R•Ier to prwlnq+ I6DA•1 IDr —heard Plate po+Mien+. A 1pine • m•le er nW gu n Slop [wponeel+ troop Inc +hall net ee retoon+Iele rot •nr ee.Iaci en tree pr•rin9• any 1•I IYrt le Du110 lne VY+t In cool prone rl In IISI"P I. er car n•nellnq, fnleping. AN FrW COMPANY IntL•n•uen t Bracing or Lru+tet. A NN pn IMa Or wing N cent Hp 11 at!ng In" qnr In melt atH acp pl•n[g or erera OfeMl MgI MNrf narenuNllU so fair rsr Ina eeu gn anwn. Tng wu•DII nr •np Sae er tnb ar w/ng ter am ureclen u 240DL1LtCimiaDr..Saint 150 renenawlllLy of the Building Designer per ANSIrT I I sec R OttINIC,FL 32277 for abre Inrereatlen tee Lnn JOB'+ general note+ page •np the+e tee %IL u FI. COA 90279 ALHnt. rrr.•Ipinf llr CO.: I f: wr.tpinat org: WICA: wr. nclneu+lry tee: ICE wr.Ic'+•Ir.srq 9-U l-2 mNTnllryQH. • kr4Wial' Y : 6 08 1 .z o PrQ F gas ewf rick Lic. Number 70 R-1460 U-419 W-7.625" FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 ISPACING 24.0" Scale=.1875"/Ft. REF R408-- 57615 DATE 05/22/17 DRW HCUSR40B 17142235 HC-ENG JB/WHK SEON- 40836 FROM RF JREF- 1Wl1408_ZO6 05/22/201' THIS ONG PREPARED FROM COMPUTER IMPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR Ll DUUJ-jaIITLtLL ZtIUKT nUrIL -UVLULN KULL nuUbIMb -- 1tlUD MOLLY UK. oANPUKU, PL - Al Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP p2 Dense :T2 2x6 SP q2: Bot chord 2x4 SP p2 Dense :B2, B5 2x4 SP #1 Dense: Webs 2x4 SP q3 :W3, W7, W9, W13 2x4 SP K2 Dense: W10 2x4 SP #1 Dense: Rt Slider 2x4 SP q3: BLOCK LENGTH - 3.043' , Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection Is 0.40" due to live load and 0.51" due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Calculated vertical deflection Is 0.78" due to live load and 1.00' due to dead load at X - 14.3.9. 3X4 o H0912 _ 6X8 = 2X4 III 1) - plates so marked were sized using OX Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 139 mph wind, 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C8C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 2X4 III 6X6 8X14 - 7X10 = 3X4 r I T C/rej LAY IN 3X6(A1) = 3X10 - 2X4 In SS0712 = 6X10 - 2X4 III 3X4(F6) 3X4 a 2X4 in 5X10 4X12 (F6) 9-5-10 5 1-8 10-11-6 11 1 8 36-8-0 Over 2 Supports R=1450 U-423 W-7.625" R-1465 U-428 W=7.625" RL-166/-166 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT RT=OX OX 10(0) 15 nurntaa, : PMe • i. tATY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. NARNINGI•• READ AND FOLLOW All NOTES ON THIS DRAWINGI IMPORTANT•• ,URN ISN TNIS GNAWING TO ALL CONINACIONS INCLUDING THE INSTALLERS t T C L L 20.0 P S F R E F R 4 08 - - 57616 I D AN IrW COMPANY 2400 LAe ONIIRe Dr. Su1R ISO I tastes r!•ulr• trlrt•t t•r! In 1•Dr lt•llnq n•..IIn9• tnlp.lnl. Intl•Illn. •n0 Dr•[1.9 R•fQr IO •A ell to. blttL emllo. or e[SI PYamn1 [.yenent SNelr laern•u.n. .r f 1 •.. au) For aulr.r•u10 .a to ptrl er mtn9 lntfo funttlont. Intl.11ert [n•11 er.Flee teeper•rr er•t 1.1 .er 1[SI Y.tett nelee eln, ^ e let [here .n•11 n.r..r e.erlr •......e tlr.tlur•1 .n••to..1 •.0 •ell.. tMre tn,ll Mrm . /r s.erlr •lt, r 1910 [l111n1. L.bllOnt t.OYn ter ter N..nl bIKN refV•Ll e1 Yl.. teal .•q .rit1.9 Lfla lle 1t •Il totllom p. N7 er NIO •t .0 b.1e A..Ir 11•Let IO N±n 1•ce .1 Ir... ....salt". .t too.. A - to, Q s lit Jmint Oel.1lt. unleu nelee olnrYtte. Re ter to .nrinit IiDA•t for •ro 11ALe .ball- a erne. • Olrl.lon .r IIY 1utl.tnl Grsu. Int n.11 .el .e rs.lontlam ter .nr aerl•lton It. 0 r•Yln.. •nr I.Ilu re is .Ylle the tru..CepenenitInroof or. •n[e alto ANSI/1.1 1. Or Ior n,n.11... .....In1 tntL.11.ItenA N-loo.1 It....t A u I .. lnl• Ir•r1.1 •r LN•r 0•P IbIIM UI. 1r •rl•L InNlu l•. Kn1l ••O of Her•Ulen•1 •n11 M•rIM e oen. s iiii oilini Yue no ..,: ., A AMSI/iiitilsR[ 2,•ns uN Of lots •r•Ylo1 br •nf LLrutlure It 1. 0 708 1 $ i t S i t`IV Cp ""...,, ..•'G\ p RvjnA1. E 1410.IDDIII.It TC DL BC DL BCp L L TOT.LD. 7.0 PSF 10.0 PSF 0.0 P S F 37.0 PSF DATE 05/22/17 DRW HCUSR408 17142236 H C- E N G J B/ W H K EON- 40734 OUR . F AC . 1.25 FROM R F OrLvdo.FL 3211, FL COA ro 1. let more I.fer.alen tee Inf. 4ee•. 1e.era nota /111 •.e t.rte we. A"..E •."n., O,.c.., Ill.r r.la.a.sr1. WICA' Y .tea neatry.ce. ITC Y ttc.... Art ilham H. Krick Lie. Number 70 61 SPACING 2 4 . 0 " J R E F - 1 W 1 1 4 08 Z 0 6 nsn2nnI7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. T]DUVJ-7JINDLL ZIUKT MVML -UULUtM MULL NUUbINL) •• 11SU5 NULLT UK. SAW UKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP a2 Dense Bot chord 2x4 SP q2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP q3 Lumber value set "138' uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC,@ 24' oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. FL - All) 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C. wind TC DL-4.2 psf, wind BC DL=5.0 psf. GCpi(-I/•)-0.18 Wind loads and reactions based on MWFRS with additional CBC member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 6X6 = 2X4 III 5X8 4-] -1 1 10 11 B-0.0 3X4 (Al) - 2X4 In 'A" — 5X8 = 3X4 = 3X6 iU 17-2-2 '1= 15-9-2 J2 L ll 0 0 I 14-8-0 I 7-3-4 LIE 32-11-4 Over 3 Supports R-965 U=288 W=7.625' R-744 U-207 W-3.5' R=922 U-278 W=6.875' RL-145/-118 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT RT—OX OX 10(0) 15 1 H. O'+> iQ% OTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. NARN11161•• READ 00 FOLLOW ALL N01ES ON THIS ORAWI11G1 IIOORTANT•• FURNISH INIS DRAWING 10 ALL COMINACIORS INCLUDING THE INSTALLERS. r T C L L 20.0 P S F REF R 4 0 8 - - 57617 a AN IrW eoMaANr 1JDD WeQnOw Dr. Sude 110 olladD,FL tun FLCOARDnB IfuSSet r•eulre ••lreNo [•re In f•Dr1[•llnq. n•ndllnq, tnlppin, Intt.11ln, •.. Dr....0 Rrler tD • loll • L Lee 1•letl r0111On of R[SI IRu1101n, Ce.pOnenl S•lely Inler.•l1Dn D) IPI .nd HIC.) IDr ..let) pr•[ll' •S pr r o. lD per rer.Inq the to IUM 11DM. Intl•IIerS tti 11 pre•ID! te. .r.r..NUne ..... Unlf ft Mleo DI rate z lDP .or. tn•11 n . II.P.111 •IIKnld --or•1 SHe•Lhln9 •nd DOLLO. [nerd tIM11 n••e • properg •1 •[ !d• r 1,10 [ellln9 LD[AI16"I tnp.n for pertinent 1•ter•1 retlr•Inl OI .let SMII n.•e er•[Inq In tl•1 lyd • 1L G te[llont N]. R) Dr RID. •t .pp11[Lb le Ap.. TIe5 lD t•[n f.[e el Lrutt •nd peilllDn •[ tne.n .Do. •nd 1 C the JOIDI ;t•11f, uD1eN net.. OlMrafe Ntftr l0 dr•.Ingt ICDA•1 fer SLASH— DIOL• POSILIDnS. S T O : / Alpine • el•ISlen el IIY NUlleln, CO.One nlS Lr PUP Inc. Sn•11 not De retpenSlel! ler •A, dt•I.tl.. 1 , P A l OIY.Inq, •n] I br.lt Lo 1 t lnt trots IN Cenlprtin[• .Iln ANSI/IPI ). er ler n•nelln,, Snleeiee. L/A_ • .: • ` Intt.11.l&Dn A Dr.c1n9 el lru stet NAuelentnben.,nP n n•er Hqp Ibl1n, tnU DnW M. INOltelee aupb.t er Npballotil enP, nen, • •.....••' r etee.Sl D,I n,r.r the eti l,. tne.n In. to n.pu uP •ee Hu er tnu D..HIe, For en] nrdnen ,e t SS/Q G te... ,ellttf of the Rulle,n, DetgMr der ANSI/IPI I S.e.t. NAB , re r .ore 1.1ertitlon Lee LnIS ]DD•S 9ener•1 notes P•,e •nd Lnete web •Olds: 1'0 l H.SALPINE •Ipinell..[e.. IPI: . LOI.tt or*'. . D[1ne.t[r).[— ILL: .w.l[[t•1! Or, illiDm H. Krick Lic. Number 70 T C D L pBC GL BC L L TOT . L D . 7.0 P S F 10.0 PSF 0.0 P S F 3 7 . 0 PSF DATE 0 5 / 2 2 / 1 7 DRW HCU$R408 17142253 H C- E N G J B/ W H K S E 0 N - 4 0 5 9 7 OUR FAC . 1 25 FROM RF 61 SPACING 24 .0 " J R E F - 1 W 1 1 4 08 Z 0 6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DINFNSIONSI SURNITTrn RV TOOSS NFD 201JU3-/-INGLE !)IURY HUPTE -GOLDEN RULE HOUSING -- 1805 HOLLY DR. SANFORD. FL Al Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP p2 Dense :T2 2x6 SP SS: :T3 2x6 SP N2: J4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B1, 83 2x4 SP #2 Dense: Webs 2x4 SP #3 :W3. W7 2x4 SP #1 Dense: W5, W9, W11, W12, W13 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(-T/-)-0.18 In lieu of structural panels use purllns to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. SS0712 - 2 COMPLETE TRUSSES REQUIRED- Nail Schedule:0.128"x3", min. nails Top Chord: l Row @12.00' o.c. Bot Chord: 1 Row @12.00' o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 1) - plates so marked were sized using OX Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.43• due to live load and 0.55• due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.92" due to live load and 1.18" due to dead load at X se 12.3.10. 2X4(**) III 8X14 = SS0712 = 1OX12 3X4 5 X 6 4.1.1 8.0.0 3X4 (Al) = 5X8 - 3X4 =_ 4X10 - nvDiv 2X4 in 2X4 in 3X4(A1) 2X4 III h4 U 27-6-8 9-1-8 36-8-0 Over 2 Supports R-1455 U-427 W-7.625' R=1458 U-428 W-7.625" RL-148/-148 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT/RT=O%(O%)/10(0 15 Ml1III(yr H, r1 .• .• ' OTY:1 FL/-/5/-/ R Scale=.1875"/Ft. WARNINGI•" READ AND FOLLOW ALL NOTES ON THIS DRADINGI IMPORT ANT..TWNISN THIS DRAWING LD ALL CONTRACTORS INCLUDING INC INSTALLERS. i T C L L 2 0.0C P S F R E F R 4 0 8-- 57618 AN D'AAr COMMNY 240D[At DIRWDr,soft 130 1r"sss revu ve e.vne sere In norluunq. n•nvllnv. 1m oDln, nsnn n, .na .r.eln, Nerer LD. In11' o. 08 1 stheMeale.11lon or 0051 U"I101n, [o.ene nl S.ra. Inf erbll Dn. .) Iel •n. rI UI Ior uI.0 erA1 Nr a Dr Le Genera n0 these rrnlLlen+ Inat• nerd shAll ere•lee te.00r•rr br•Cln, Der 0CS1. Unit+s hales el .r.ls S too there Snell hue eroetrly Al ntnee aLI"11"111 1ne11111ne me belle. cMrO s 11 "1" • el seer lr •1 e r n le ce 1lln, Tec•tINm snern Ier .I.....I l.Ler.1 re st r•lnt At ,reel ...11 n•r. br.e1., Inu•tl.. I.At seem u. U or n0. •s •sou vole. AeeH Dotes Le e•'n race of traa An. esu Tien •1 sown Aos1 •n. I c ONAejAe. 'dI 11, unless nele0 Dlnerrlse Natr IO Onrines I40A 1 rer +l•n0•ra el•Le Deslllpnl• i7 Q ` net r ere ... nAll net ee rorporr11.1! l"r •AY ee•l•LIDn rAIDne. • , 1111Dr er IIN Orlleln, ess Inr•a n,. •n1 r•u"re to or see In* tress In Center uncr atn ANSI/I•I I. or for n•nv a n,, sa eDlnO. Inal•11•llen L Dr •Ling el lr"11e. ••• A 1 none A •let en Ton Or win, .r to I Hp ILNnO INn Or•rtnR. Ingle •t•t •000e b." 0r ,ref H•,CMI en01 n•rI (• eu A• ` IHpM1.Uln .el•Ir f•r Lb OeaOn M•re. IN. •".....11ll) en0 ne er Lnta 0rwlp fsr •y •lIr[Wr. ,. L SS/Q /L •Nvreteemn,Iln er see R.110tn0 D.aOn.r •.r ANSIrvI I Sec R. NP 1. TC DL 7.0 pBC DL 10.0 B C L L 0.0 TOT. LD. 37.0 PSF PSF PSF PSF DATE 05/22/17 DRW HCUSR408 17142237 H C - E N G J B / W H K SEON- 40833 OUR. FAC 1 25 FROM RF or1>,IC FL 12Rn FLCOAGOM rer .ere nnr..nen see Lhn job's vener•, notes D„e •no lhrae reb rates ALUMI- rr..IDln.lt..D.: IFI rr tpIMt or,: VICA: rr" 1.CIAOrstr, to.: ITT. rrr.1ces•le ore I illiam H. Krick Lic. Number 70 61 SPACING 24.0" JREF 1W11408_206 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR LJDUw -jZ)INbLL JIUKT HUML -bULULN KULL HUUb1Nb -- 1tSU5 MOLLY UM. bANFUKU, FL - A13) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set '13B' uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCp)(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24' oc. 5X6 sa 5X6 5 r, 5-0 11 8-0-0 1-10t11 3X4 (Al) _ ' A" = 3X4 _ 3X4 = 'A° —3X8 - 2X4 - h 4.0E 18-0-14 se 14-10-6 _J LAj2 L, 9-0-0 I 14-0-0 12.4-OI 7-7.4 32-11-4 Over 3 Supports R-663 U-188 W-7.625' R-1484 U-439 W=3.5" R=554 U-145 W-6.875' RL-148/-122 PLT TYP. Wave L0 19 AN rrW COMPANY 24DD LALe Orulee Dr.. Slide ISO Design Crit: FBC2014Res/TPI-2007(STD) FT RT-D%(O%)/10(0) 15 NARNINGI•• READ AND Follow All MD1[S ON THIS DRAYI MGIINF ••INPORIANt•• rURRISN INIS DRAYINO t0 ALL CORIRACIONS INCLUDING INSTALLERS. 1W Ne+ ft0ulre Hlrle! [NQ In hPrlb Unq. Mnplln9. ihlppins. lnslAllln9 •ne aNLIn9 Rtler la •" lal ne LLe+I eenlan of g[sl Urnalno ca.ronenl s•f nr Inro.P•u on. Dy nl .nd rlcAl row I•ntr r.•cw • rr s pfrlOr Pln9 hest fun[IlOnt. Insl•Ilera In•11 prOsle! lePpor•ry Dr•[I n9 par DC SI Unless noire oil rrll er [nerd IM 11 n•e! pr0 l rly •I.•Lhet .Lru[Lo r•1 Int•Lh.lip •ne pelt.. there I.•I. h•e! • pr eptrly •l Lr0 isle tellln0. 101 •lions Ihern Ter ptrP•nf nt 1•ter•I reslr•let OI reos Ih•11 n•se Dr•cln9 Insl•1100 [ tcllenl g]. Or Or 010. • •ppl C"lt. AP ly rl•les le taco f•Lf Of trot[ •ne pa•ILIOn •i snern •po•e me Pe Jelnl Oel•Ils unitsisnolee else rrl sP. Rarer to er•r1n9s 1601•4 IOr It•IIC•r. plate palltlanl. A lrina. • Olrl lien or IIY gul101nO [OPpOnl elf Lrsup Inc. In•11 net Pt rtf ponslplt ter wr dtr NllOn fr r •ring. any rac! to Dull- tee Iwo II In tent arun[t rlln ANSI/1 I 1. or war na n011hs. Inlprin9• 1' nsl•Il•llon A Orating of lru lsal Nat en this drawing or corer DOOR listing this drawl Ag• Indl[OteO stdDlsecR of Dlofesllenn Mg1nHrl sg PaNnsl Tilt) seltly ter lM sPslOn snern. iM suit•plllty Pad YlR of lhll Of awing ter eny st ru[lufA Is t tlpMlolllly er lee Don OInO DON goer ter ANSlylrl 1 sec.:. far Port I e—Elov •ot tell Joe•I several note[ P.O. •ne that. rep •ILn: ALAI[ •Ipinellr.LpP. IrI- r r Lpintt ar9 PICA. r sp[Ine-Lry Cos. ICE. r r.l[t+•Te are H. 1%9a'Y/,;,OTY:1 FL/-/5/-/-/R TC LL 20.0 PSF D. 08 1 s TC DL 7.0 PSF BC DL 10.0 PSF T 0 BC LL 0.0 PSF TOT.LD. 37.0 PSF QNAI DUR.FAC. 1.25 e.D11I IN H. Krick Lic. Number 70 61 SPACING 24.0" Scale=.1875"/Ft. REF R408-- 57619 DATE 05/22/17 DR W HCUSR40B 17142254 HC-ENG JB/WHK SEON- 40594 FROM RF JREF- 1W11408_ZO6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR L1DUw-/3INULL JIUKY punt -bULUtN KULt HUUNINb -- 18U5 HULLY UK. SANFURD, FL A14G) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP q2 Dense J2 2x6 SP #2: J 3 2x6 SP SS: Nail Schedule:0.128"x3", min. nails T4 2x4 SP pl Dense: Top Chord: 1 Row @12.00' D.C. Bot chord 2x6 SP SS :Bl 2x6 SP #2: Bot Chord: 1 Row @12.00' o.c. Webs 2x4 SP q3 :146 2x4 SP N2 Dense: Webs : 1 Row @ 4" o.c. W7, W8 2x4 SP ul Dense: Use equal spacing between rows and stagger nails in each row to avoid splitting." Lumber value set '1313uses design values approved 1/30/2013 by ALSO 139 mph wind, ISM ft mean hgt, ASCE 7-10. CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT 11, EXIT C, wind TC DL-4.2 psf, wind BC DL- 5.0 psf. GCpi(4/-)-0.18 Calculated horizontal deflection is 0.22' due to live load and 0.29' due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24' oC. bl hip supports 7-0.0 jacks with no webs. Left side jacks have 7-0.0 setback with 0-0-0 cant and 1.4.0 overhang. Deflection meets L/240 live and L/180 total load. Creep increase End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. factor for dead load is 1.50. Right side jacks have 7.0-0 setback with 0.0-0 cant and 0.0.0 overhang. Calculated vertical deflection Is 0.72' due to live load and 0.95" due to dead load at X - 23-9-0. 3X4 SS0712 - 5X6 - 3X4 — 8X10 - 73X6 - 7X8 b- q ff—. 00120B1 2X4 0l 3X6( A1) R- 2871 U-821 W-7.625' 7X8 - 8X14 - T 5 5_ 3X6 In 4X10( A1) 29- 4-12 36- 8-0 Over 2 Supports Mi J - U • L 7- 3-4 R- 2871 U-821 W-7.625" 33. 1 8. 0-0 1- 4• PLT TYP. 20 Gauge HS.18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT/RT=O%(OX)/10(0) 15 H. 0' Qj'',OTY:1 FL 5/-/-/R/- Scale 1875"/Ft. a 1 0 AN ITMrCOMMNY 2JODWrOn1lReDr. SlweISD Orbn&.FL 12937 FL CCIA 1027E WARNINGI•• READ AND rKLOW ALL NOTES DN THIS DRAWINGI IN OR1AN1•• rYRNIsH THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 rNNa rf eulre alfe.e tale IA berlp Ling. , I;... .....Wing. I;... n9 .n. era ln.. Ne ler TO .n Io1I inn Iaal fa ll Pn OI gCSI TNu1101M Lo.Pene nl BAlet, Inrer.a len, Dy 1r1 M. Y1CA/ for ,•1!I> p•t11, , 1: IN perler. ln, the+e luntllon,. IMTO11en —11 Pre•lee le.psray .rating per BEST UOTe,1 ONTO. el rN p+. LOW[n0,. M•11 Mr• KOW,ly •ITOCM. Ib-[TOr•1 ,nNTOln, aIM eell0. [M,. ,nHl Mre • OroWArly •L 1 r lql. telling, lNt •lions 1 n rsr per.ane nt TOlerAl ,f 1lr•Inl OI Tee, ,n•11 n••e er AtlT011e. r1BC5 tKllOn+ RD. N er gl O. •3 Np1lbDle. ApWI> WI•ln, l0 Hin IK! Or V-U An. pnllllOn a Ine-n AeOR n0 N inn Jnlnl DetAIIs. -nle+1 nnte. olner-1- Refer to .rAWlnet 1.OA'1 INr ,lan.ar. eI•le 1,8-1661. A 1pine .. l. nlon or 11W Numm, [e.Wenenu Grwp Int nAI1 nel ee re+penuoTO ler •nr oe•IAu en 1r Orwing. Any A 1 CI Ip Nu 11. lee lrutl In cOnl Orbn[e -Iln MSI/Irl 1, or for MO01In9. .nipping. , ln.l.Il.11en . er.tln, of tr-,+e, A .HI on tnTO DIA-U, sr te•tl Hse ll.l tng lei. ere-1 es• IsettNla etCq Sep er r.h.NNMI Mpl Aeerin, ngen,l Nllly Of T e Ter inn ee.sIg .ne-A TM .WI I S&C.7 •A. ae of In1A Or Wlnp Ter Anr .0 utlnre 1. In r••psnalennrertheNNmmftgDul,ner per ANST/m 1 seer. Tor Amore Infor.atiM tee tall JDD-1 general nolet PAge •n. Lnt,e -eD +ltet: ALPINE 6101neIL- t : IPI. - W.lpintl org: W1CA +et1n.-Ilry.Co.: ICI:: - ..1tt+•1e org 0. OB 1 S T 0 ' i y .. 1 f G\ p •"•' " j/ R'1AL •, E/1Y/ 1 illiam H. Krick Lic Number 70 T C L L T C D L BC DL B C L L TOT . L D . 20.0 P S F 7.0 PSF 10.0 PSF D. D P S F 3 7. 0 PSF R E F R 4 0 8-- 57620 DATE 0 5 / 2 2 / 1 7 DRW HCUSR408 17142255 H C- E N G J B/ W H K S E O N - 4 0 9 2 3 DUR . FAC . 1.25 FROM RF 61S P AC I N G 24 .0 " J R E F - 1 W 1 1 4 08 Z 0 6 Osn2/2017 THIS ONG PREPARED FROM COMPUTER INPUT !LOADS A DIMENSIONSI SUBMITTED BY TRUSS MFR Eiouua-/bIMIDLt NIUKY Hunt -bULULN NULL HUUSING -- 180S HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense J 2 2x4 SP q1 Dense: Bot chord 2x4 SP #1 Dense :B3 2x4 SP #2 Dense: Webs 2x4 SP q3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXIT C, wind TC DL-4.2 psf, wind BC DL=5.0 psf. GCpi(4/-)-0.18 Wind loads and reactions based on MWFRS. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.50. A15G) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.-1.25) TC- From 55 plf at -1.33 to 55 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.06 TC- From 55 plf at 17.06 to 55 plf at 21.00 TC- From 55 plf at 21.00 to 55 plf at 25.33 TC- From 55 plf at 25.33 to 55 plf at 34.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 13.85 BC- From 10 plf at 13.85 to 10 plf at 17.06 BC- From 20 plf at 17.06 to 20 plf at 20.71 BC- From 20 plf at 20.71 to 20 plf at 32.94 BC- From 4 plf at 32.94 to 4 plf at 34.33 TC- 384.35 lb Conc. Load at 7.03 TC- 167.65 lb Conc. Load at 9.06.11.06,13.06,15.06 17.06 BC- 472.78 lb Conc. Load at 7.03 BC- 125.67 lb Conc. Load at 9.06,11.06.13.06,15.06 17.06 5X6 5 3X4 2X4 IO 6X6 Es4X6 - 3X4 = 5X6 s T2 (a) 5-0 11 5 1.10 11 8.0.0 171 B3 3X6 (Al) = 2X4 III 5X6 = 4X6 - 5X6 = 3X8 - 4X6 e 18-0-14 T 14-10-6 L 7-0-0 _I. 14.0-0 I 4-4-0 I 7-7-4 32-11-4 Over 3 Supports R-1363 U=416 W=7.625" R-2863 U-852 W-3.5" R-392 U=127 W-6.875" Design Crit: FBC2014Res/TPI-2007(STD) H. o9y r iPLTTYP. Wave FT/RT=D%(O%)/10(0) 15 Asft / zOTY:l FL-/5/-/-/R - Scale=.1875"/Ft. Q I D AN IrW[OMMNY 210DL8e OI.IKe Dr,SYNt ISO Q COA#02787 NARNINGI•• TAD AND FaloN ALL MDI[S ON THIS D4NING1 IMPORTANT.. SYRNISN THIS BRAVING IO All CONTRACTORS INCLUDING ARE INSTALLERS. trua+e+ reaulre l.treee ore In UDrintlnt• n•helny, MIDDI.q. In+l•111n9 •n. Dn[I.t. RaK 10 •e foil Lh! Hllfl lelllO. .r NCSI eNa la.t CO.osnenl S.1llY InIOr4lls. .r 111 ••e YI[Al rOf only Pr•ctlr + erl 1. Derf er.ln9 the+! ...ctlon+ I.il.11tr+ +n. 11 or.,... I .... r.r. Dncl..... t[SI Unita nett. ell rrl+e Lop [no re M•11 Mre O ...r1y •LL..h.d +t-L-I .".aunt •he .OLLO. cnsr. M.11 hat . OrODI.ly •t [ rltle [el lint• I I.11oh+ +nor. for Der..n.nl nler•1 re+lr•1 nt Of .e.+ +n•11 nare Dra lnt Ihfl.11ee r , e[llon+ W. t) or NIO. •+ .DDll .I. ..DIY Pntee le Bah b[e Or Lru++ •Ise Den Llen .+ +her...o.! ID. o M! JOlnt D.ta1+ ..fell hDL.. Dth.rrn.. Rotor 1. -.1. 1GDA.t nr [t."..r..lae PollLlen+. A lDlne. • OIrl+leh Of IIY tull.lnt [O.Penpli Gr Oup InL +h•11 net De flfeon+IDl. IDr •ny et.nll.n fr r.rint. •ny nll.rt lP D•110 lnt lrN Li In [Onf or un[! rllD ANSI/1 I 1, sr IOr h.nelln9. MleD ny, Ih+L.1I.LIs.. D..[Int.1 lr.... 1. A ee •1 ft MIL Nrerl.t Or Leer 0Lte Inteet Isle .r.Yl./. IMILeIeL e[ce t Bete er trHeal ptleNfl.D r aepel Dltety allay for Me Beats Lnen. lne mlusu rty •ns ru er L.f+ er 1.. Lsr ...... etr.[t.re re t. responsibility of Lot b11tlM Reaper Der ANSI/IPI I SK t. a.lel' rre•Ionn[rrheref.[..`II I fseee. ver ;: 1 . er;.`VIC;' ",".;070 : y`.D:. ICE Are ere t i Q. O % N s T O t. Oww ' V of elh ~ eb.. 1 fG`a Q •"!• ' Y ILL SIT,RNML 11 1illiam H. Krick Lic. Number 70 TC LL 20.0 PSF T, DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408 57621 DATE 05/22/11 DRW HCUSR408 17142256 HC- ENG JB/WHK SEON- 40926 OUR . FAC . 1.25 FROM RF 61SPAC I NG 24. 0" JREF - 11411408 ZO6 05/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR IbUU3-/SINbLL SIUNY HUMt -bULULN BULL HUUSINEi -- 1805 HOLLY DR. SANFORD, FL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 3X4 3X4 (Al) - JAO — 4X6 4 pE 17-2-2 L 18-4- R-720 U-277 W=7.625" RL-272/-272 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 36-8-0 Over 3 Supports R-1403 U-273 W-3.5' 3X4 (Al) 19-5-14 18-4-0 19-6-10 1' R-802 U-291 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(OX) 10(0) 15 jP.g '••Q7Y ''''vCITY:3 FL/ 5 R - Scale=.1875"/Ft. 1 0 AN IrWCCMMNY ZAM LAL GG•o Ow Dr. sloe 130 WARMINGI•• READ ADD FOLLDN ALL DOTES ON THIS DRAWIDGI IN OIIIANI•• FORNISW THIS DRAWING 1O ALL CONTRACTORS INCLUDING till INStALLERS. IrY+[!+ rlOU VA e. Ve.e bre In 4Dr 1[•lln9. MPdll... +...plop. IMlalling •Pd DNCIn9. Nf fer to • rollln! 1•lUl la1110D Of rC51 IRYIIOIng [Ae anlnl SHay IPfA.Hllpn. Dy IPI aP0 YILA1 fOr oral) K.Lllr f prl I• PertOr.lnp Ine+A IAPLL10.f. Inf l.11ert .h.11 Prn.1d0 Le.00rary Placing Par ACSI. Dole.. nett! oL rNlt I op chord [hall I— properly •ll•[Md f[rA[III 1 f —1.g .nd --toe chore .Loll ...A • properly •t J 0 r 101A Ceiling lA[•110P. IPAAn fsr plr cane nL 1•Ler.l re llr.IPl at Wpf shall M.O Dr•[In9 In.l•IIQA f7i C. etllAni el. O) or RID. •+ •pp11[•an App1Y girls. la each rate o/ Lre+f end poslLlAn •I Inn". •Dori end " ln! J.InL 0e1.11+ Anleff holed Alhlrvl.! Ne1K In Arbingt 11.101 Inr fl.Pd.rd 'leis rOtlllonf A 1p lIn • Olr 1IIOn Or TIN .."."a CoepnnenU Srnhp In[. +M 11 nol De re.rrn..Dle Irr any d"•I•Ll"n h er..:n,. any f.11hH Ln re110 lnA Ir NI. In [onfor.an[e Nlln ANSI/TPI 1. Or for nt n011ag, fhlppl.g. In.l.11.11 On L Dr a[Ing nr Lru..ei. A .o.1 O. Lilly 0r.N1.0 or C... I page ItAtlaf th1A d—I.O. In01[.la. ![tort'.[! OF Pr01'..1... 1 ADDS Merl. RAppna 01111y ..1.Iy rorthe 0A'IM .n0.'. Ind 1NSLM111Ly bad USA Of Lai. OHNSPg for any ItruCtdr. b In elr.nllou tt] Of In& A•mmno Da.lgner per ANSIIfPI I S. 2. j •• ,'i ee 4 r 0, 00 i a O • A w (4h'' A•: •• , . •\ s/0N • H T C L L 20.0 PSF T C D L 7.0 P S F BC DL 10. 0 PSF pBC L L 0. 0 P S F TOT. LD. 37. D PSF REF R 4 08 - - 57622 DATE 05/22/17 DRW HCUSR408 17142257 H C- E N G J B/ W H K S E 0 N - 40698 D U R F A C 1.25 F ROM R F OrInab.FL 12917 FL MA 00273 Inr ear. In1A.NllAn In. M11 JAW'. general Pale. P.O. ... I.e.. ...a .ILLY AlPlhl N N..Ipin.11A.[Oe: 111' P..e.LPIOSL.org• WICA Nee trclOaOILry [AP. ICC: NNN 1[L+.Ie.nrg I illiam H. Krick Lic. Number 70 61 SPACING 2 4. 0" J R E F- 1 W 1 1 4 0 8 Z 0 6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR EIDUUd-/YINbLt bIUNY HUNt -bULULN NULL HOUSING -- 15U5 HOLLY DR. SANFORD. FL - A3) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP q2 Dense DL-5.0 psf. GCpi(i/-)-0.18 Bot chord 2x4 SP q2 Dense Webs 2x4 SP q3 Wind loads and reactions based on MWFRS with additional C8C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. ( a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 5X6 V A FM 8.0-0 3X4(A1) = 5X6 = 5X8 = 3X4 = 5X6 3X4(A1) 2X4 ill 4 pE 17-2-2 a.IMb 19-5-14 1-4_-b 18-4-0 28-11-3 7-8-13 36-8-0 Over 3 Supports R-555 U=137 W-7.625" R-1974 U-538 W-3.5" R-559 U-168 W-7.625" RL-253/-253 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT RT=O%(OX) 10(0 15 fnHlDTgµyf Py. •• ''-4 OTY:1 FL-/5/-/-/R/- Scale=.1875"/Ft. WARNINGI" READ ADD FOLLOM ALL NOTES DA THIS BRAYIMSI IMORIANI"" ruRNISH THIS DRANINS TO ALL CONTRACTORS INCLDDINS THE INSTALLERS. 1 rasa, reaulre e•lrfMe care In brl Ullno. Mnelln9. Shipping Inaalllno .ne or.[ln9 he ter in • fall lne 1•tlll eellloA of DCSI IOullel ':'I ae..nenl S.re lr IAf brM•IIbA .r Irl one MICA/ for S.I., prat L.t prl to perlbr.1A9 Ihete NYCLIOnS. InSLAllerS Snoll proalee Lebpar•rr bracing per OCSI Ynlb., none al r..1. b• • •" f Q, 00r8 s T C L L TI: DL 20.0 P S F 7.0 PSF R E F R 4 08 -- 57623 DATE 05122117 lap inShull n.•e pr nperlr •llocnte strut tarsi lM•lnIA9 •ae hello. more .null h••O • prbperlr •l er191e [tiling Ibc.11pn, lhb.n IOr per IL-nl ..ler•1 ff.V•i nl br "eot Shal 11 bNc1A9 Init 11, . r1D L. BC DL 10.0 PSF DRW HCUSR408 17142258 O AN I1-WCOMgANY 24MLALC 01Dlre Dr. SuDt ISD lecUbm q B or DID. •l •ppllt11er Applr plies la Uth face o/ lruti .ne pbSltlbn •. •nb.n oban one o In. I I.L. Del•1 H, ante.. Aotee olnlr.lie Reler to erwln9S ISDA•T Ibr a.Ae.re aae pnlltlbn. Alp toes • el•LIbA bl IIY Oul101np COM:aneMS eraup Inc .MIT not D! rt.pbp able rpr •nl e!•411nn 11 • Or wln9' •nr 1•llurt tb Du 11e lh! lr.11 In coot Or M•n[e alto ANsI/Irl I. Or ror bnelln9• .nipping lnll•ll•ll"n L or..... al tr...... A leel eh tole Dre.lAO b1 [o•e1 :.D: II:IIAO tuft ere.lAO• the l:: ette te9[e or :tore ..label :h01 M:r1A e.:nhubu nr tnlelr ror the ..sign .ns.A. the tun•:u tar ..... .0 ar iota .twin: Inr •Ar nrMcler. n In 1e•oonlbllltr of the Du1lelbe Designer get ANSIf IrI I S.c.N. o O @al p /. e(A byi •,,. G`1 1 Ltlypy gsolDD""rat' B C L L TOT.I.D. 0. 0 P S F 37.0 PSF H C- E N G J B/ W H K SEON- 40693 OUR. FAC. 1 .25 FROM RF Ortvde,FL 11637 FL COA ro 179 for More I1101-16b we init J"'t general nblel pole one theta .eb SlteS: ALPINE' — •lplbel w.t9M .".. IrI: tong L.bry v e. MICA. "tbclnArr top: ICE. M...ICCN e.er9 illiam H. Krick Lic. Number 7D 61 SPACING 24 . 0" JREF - 1W11408 Z06 05/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. tAuuw-/a.ntiLL a1Vn. nunL -UULULN KULL r1UU 1NU -- 1tSUD NULLT UK. DANPUKU, tL A4) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP #2 Dense :T5 2x4 SP #1 Dense: DL=5.0 psf. GCpi(+/-)-0.18 Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 Dense: Webs 2x4 SP q3 :W3 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional CBC member Rt Slider 2x4 SP a3: BLOCK LENGTH he 3.043' design. Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.30' due to live load and 0.39' In lieu of structural due to dead load. panels use purlins to brace all flat TC @ 24' OC.• Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Calculated vertical deflection is 0.51" due to live load and 0.66' due factor for dead load is 1.50. to dead load at X he 18.4-0. 2X4 is 5X6 - 6X6 8.0-0 7.5.1 3X6(A1) —_3X10 - 2X4 iii 3X4 (F6) SS0712 4X12 (F6) 2 B17-0-0 8-7-13 9-8-2 18-4-0 lee 36.8.0 Over 2 Supports R-1453 U-418 W-7.625" R-1467 U-422 W-7.625• RL-239/-239 Notates re ExceptAsShown. Crit: FBC2014Res/TPI-2007(STD) PLTeTYP11201GaugeAHS,184Gauge H. JIIIIRMh/a9•,, Wave FT RT=O%(O%)/10(0) 15 1 .• .•1Q '% QTY:1 FL/ /5/ / /R/ Scale.=.1875"/Ft. NARNINGI•• READ AND 1.11. ul ..IES OR THIS DIIAYINGI IN DRIANT•• ruts 1H1S DRANIND TO ALL CONTRACTORS INCLUDING IMC Iss[All Gs. y. TC L L 20.0 P S F REF R408 • 57624 1 Tulles require e•lr tse care .n ...... ..... ......... [...plop lnfl•111nq •n0 Dr•[Inq, Refer to •. .ell • i Lne binl eelllen e/ .[sl t.u.101nq =onent Stet, Internet— by VI— with) Ier [•ley pr.nl . Dr p• 708 TC DL 7.0 PSF DATE 05/22/ 11 Leperfer.Inp i.e.. Iu ntl. en. In.l•11ert tn.11 .ranee le.per.r, Dr•Llno per NEST unless .oleo OI .r Do. Rep [. ore ..•11 ..re properly •IL.tnep llrDLlpr.l .ne•lnl.. •ne bell— [.pre n• t11nrre . prsp•r1, • •t1i•e• r. o.e nnlnq. louuont .no"n Ter .er.•nent 1•.en1 n•lr..nt er e•D. +n.n n•n Dn[1nq ..ulnae •7fI[ BC DL 10.0 PSF DRW HCUSR408 17142238 II 11 1 •. .l.d L.1•. A..y ter le ettn bte Dr Ira.+ •np ro.Illon •..noun •De •no r tnq , nlnl Da..1.. "n1e[. neleq glner..te Rater to gr...npt 1pe.•:.er a.np.rp aa. .et.l.ent S O . BC LL 0.0 PSF HC-ENG JB/WHK A1pine. • e.rl+Ron or IIY pull.Inq Ce.ponl nil Lreu. Inc. +bll net pe re.penN el. Tor •n, .erl.lten 1 Q er. uln9• •TRY I..Ipre le eulle tn• truss .n cenl erwnt. u.ln ANSI/111 1. or ler ..eellno to 1pp.nq, 6 i a AN ITWCOMAkW In—.1—en A er.[1.9 of lr..... A Ar.l .O t... 611.1.9 or Lover N.. It.l1.. toll areas... 1.ot tale. .[terrAnlr of rrof..Ale.el e..ln..rl y( 1 c` w TOT. LD. 37.0 PSF SEON- 40724 N. pna plltl, .el•y r.r ..n.SI .ullI Sety .ne .O Of lot. er.pin. Ter •n, .lr utlul• It t SS/Q 0 U R F A C 1.25 FROM R F 2sODLAt0NaWDl.Su11E ISO retrenu su n, er lne ...net n, oeu oner per ANSI/tn .sec , NA oILLIdD. FL 1211T FL COA rO 2. Ter sere Inror.•L1on lee tell ,DD•. gener.l nDL....ot led L.p.e De..ILes ALPINE' wn.Hp. Mll,r. LD.: Irl ....DLit DrV xICA . D t.clne-1, to.. Itt. — It. +.1! Orq 1 Illiam H. Krick Lic. Number 70 61 SPACING 2 4. 0" J R E F- 1 W 1 1 4 0 8 Z 0 6 05/ 22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. 2bUU3-/SINb1_t SIUKY HUMt -bULUtN KULt HUUSING -- 1S05 HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x4 SP q2 Dense Webs 2x4 SP g3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24• oc. Deflection meets L/240 live and L/160 total load. Creep increase factor for dead load is 1.50. 5X6 -5X6 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCp)(I/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 7-5-1 I•+ B-0-0 3X4 (Al) - 5X6 — 3X4 _ 5X8 — 3X4 - 5X6 3X4 (Al) 2X4 III AS D- 17 2 2 E 18 5 1 JI 134;b 2-8 28-11-3 7-8-13Le36-8-0 Over 3 Supports R-598 U-157 W-7.625" R-1842 U-502 W-3.5" R-608 U-186 W-12.783" RL-238/-238 IIIMINNr/,y/,Q` Design Crit: FBC2014Res/TPI-2007(STD) N PLT TYP. Wave FT/RT=OX(O%) 10(0) 15 1 .. 1Q ''4 0TY:1 FL/ 5 R - Scale =.1875"/Ft. HARMING)•• HEAD AND rOIIOW All NOTES DN THIS DRANINGI r• F •! : 'i T C L L 20 .0 PSF R E F R 4 08 - - 57625IMPORTANT-- FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING INE INSTALLERS. Ir.+fe+ rtOwlrt t•lrea bre In Uerlullnl n.n011 n9• tnlppin0. In+la llh9 .•0 era ln, R•rer Le • feJ' 0.708 1 •y TC DL 70 PSF DATE 05/22/17lneLlt+l edlllon el DCSI IDY1I01n0 [oopea nl se ro l> Inf orbllon. o> IPI ."! WI CA/ Ter 1.41> prltll' 1 pr Le perler.l n9 theft rwntJ •n+. In+J I1er+ +n.I) prerlde L..por.r> er.tln0 Der 11M. Un1e11 noted of I+ [ _ Lee Chord + 11 M•e OropMl> ALL....d flfu[l.ra fnH1...0 .nd .OILe. chard 1n.11 n1•f . oroperl> .1 d _ DRW NLUSR40B 17142259rfvtdronlnr. Iec. a enf . own Ior per..n..I I.ler1l rwllnt .r wee+ Sn.n h.ra er.c INv rnlll Jed [IC[ BC DL 10.0 PSF ICY D I.. 10011GDIe ApDI> etat+ tON: .tn rlte of trou ... ee P.— .f Shown 1.0• .n0 f S OIUuIJllLneJelaDel.np. enle+f noted ether"Je RerDr to dr..lnv+ IGon•t to, +L.ne.ro plae Defluoa Q BL. LL 0.0 PSF HC-ENG JB/WHKIOIne . elvl Jon or ... e. n.... ce.eenenl+ croup Inc +n1 J net to re+pen+INI• far .n. dea .0 on f o r.wln9• •"> /.Ilwr! to e.11d Lne 1r.11 In [Onldro.nt! rlln ANSI/IPI 1. or IN n.ndlln0 1hlpDln9 AN ITWW COMPANY In1L.J.tlon L Dr•cln! of Lr"++e+. w"%;i. 1 / TOT. LD. 37.0 PSF SEON- 40680 A N.I .e Intl CI1w IN1 sr color 119. II.IIhG to.. .... IN,. Too ...... .... loAt. or .............vl 1.. 1 1 C • ..w.••• • [` raHh+INllll> tola> Ter IN. 00JO6 .hewn. TIT. 101tArtlll> wed p.o Of tnl. dr W1nG for •n> .trotL.r. to l Q w OUR FAC 1 25 FROM RF24MLvLe0lRleDT, Sake ISO re+DonSIOJnn [t> ofLeeDodlevGe+lg per ANSI/IPI I Sa 2. NA1. M ol,maDn 12317 for Were INlor..J.n+e IN[n IS Toe•+,tr.l n Ltl 060e610 Lh.+...e III— 1 " FL COA 10272 ALPINE .IPIn.II•.te. IPI: +ww Leln[t or,: WILA %betnd.+Lr>.to.: ct ICE: w . It.re ory illiam H. Krick Lic. Number 70 61SPACING 24.0JREF 1W11408 Z06 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 OIHEIISIONSI SUBMITTED BY TRUSS MFR L10UU3-/ZIIMbLL JIUKY HUML -bULULN KULL HOUSING -- 7BU5 HOLLY DR. SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bot chord 2x4 SP H1 Dense :B1 2x4 SP g2 Dense: Webs 2x4 SP #3 :W3 2x4 SP b2 Dense: At Wedge 2x4 SP p3: Lumber value set •13B' uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 I-;- 3X4 A6) 139 mph wind, 15.00 ft mean hgt. ASCE 7.10. CLOSED bldg. Located anywhere in roof, RISK CAT 11. EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(•i/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.33' due to live load and 0.43' due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.58• due to live load and 0.74" due to dead load at X - 18-4-0. 6X6 = 2X4 lii 6X6 3 X 4 3X6(A1) - 3X10 - 2X4 III 4X6(A9R) SS0712 3X8 fn 9-8-2 -1- 36-8.0 Over 2 Supports 4- 8.0-0 6-71.1 R-1459 U-421 W=7.625' R-1461 U-422 W=7.625" RL-216/-216 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT/RT-OX(OX) 10(0) 15 IIINIinM„t''. r,' 1 .• OTY:1 FL/ 5/-/ R/- Scale 1875"/Ft. NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT-- fURNISN 1N1S DRAWIND ID ALL CONTRACTORS INCLUDING IN[ 111ALlOi. s. T C L L 20.0 P S F R E F R 4 0 8-- 57626 IY- IJA D ANF WC.OAAPA&n 2400Lilt t or, Stage 130 russet re.ulre e. Veer bre In Lprl4cin9. n•na lno. inlppl n9• lnil•Iling •n0 or•cln9. bier 1. • roll " L lnf 1•lesl l.Illen el gCSI IDYIl.In9 [.npenenl S.[al, Inl........ e, IPI .n. atAl r.r ..r.., .rail' t pr o. OS t ' lPperlorangthesetontlloaImlallerssnailornrloete.por-, bracing per DesI, u..... note. el Is too Pro shall here properly •LL& •trot Wr.l ineslhln9 •n. bgtl0. en.rd tnail hereOperl, •1 [ .i r rla0 telling Le ..... nI .n..n ley ptf4ntnl laera rt.lraa Of .eb....If .... or.tln9 Inflate. 9 ., ' Or 910. •t .00llb Dlf. Apol, ,or I. L. est. rate .f truss m. pe.11len es fnO.n.ba" ineJplaDeunt. un,et. npteo .leer rl se Rerer 1p a.."ingI "a'•1 for It .... r. plet. pot........ S T O ' .{ A 1pine. • a•lil en of nr 9un.ln [..pshenf. Groro Inc. '" r, not be rer....1.le 1.r .nr ee•I.0 e" 1 w faluretobull. ine truss In [.nf.rbnce rlln ANSIlIPI 1. or for nenaln9. s.IppinD. l /r'I Lal. flon S bra1.9 of Lrrlte. •.peal. 1 A UN en tnb .r w,M r terry Nr Ibltno la. Orertn9, Ina nb. K[H U.e9 or rrbfa NOMI M91hHH •..... It. pellbllll, ..lei) far N..ea for .., .Troffer. 1f t Ss/ • •G TOSP- Ibllll, Of the Du11G.s 1.9 D10- Par ANSI/IPI I See t ONAIL T C D L BC OL B1. L L T 0 T . L D . 7. 0 P S F 10. 0 PSF 0. 0 P S f 3 7 . 0 P S F DATE 0 5 / 2 2 / 1 7 DRW HCUSR408 17142239 H C - E N G J B / WH K SEON- 40149 D U R F A C 1.25 FROM R F O11mdb. FL I29n FL COA 10279 for . ore Infor..Ll.n Sea Lhlt ,.b•, general notes page .". these .to Site&: ALPINC. - ap1..II. tell III: env SO.- .19 YICa: v...b[In.es try.[.. let. r...Ia sale Pro ilham H. Krick Lic Number 70 61SPACING 24 . 0" JRE F - 1 W11408_206 05/ 22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIOIIS) SUBMITTED BY TRUSS MFR LyDUUo-1al"OLL 31VKT nVr1L -UVLULK KULL nUU3IMb -- 1tIUD NVLLT UK. ,ANtUKU, tL Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP Q2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP p3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. A 139 mph wind, 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on HWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. H0510 - 5X8 B-0-0 6-71.1 3X4 (Al) 2X4 III 'AV -4X6 - 3X4 = 6X6 3X4 (Al) 2 X 4 III 17-2-2 a We 19-5-14 28-11-3 1 7-8-13 I RE 36-8-0 Over 3 Supports R-551 U-135 W-7.625" R-2038 U-563 W-3.5' R-516 U-158 W-7.625" RL-215/-215 MIIIIpIN!lrbr Design Crit: FBC2014Res/TPI-2007(STD) M H• PLT TYP. 20 Gauge HS,Wave FT RT=O%(0%)/10(0) 15 r R/ °-CITY: 1 FL/-/5/ R - Scale 1875" Ft. HEAD AND roLLDN All MOTES ON THIS DRANINCI tx wtA;•• TURN THIS Duna. to ALL coNrNAcras unumxc SHE unions. t TC LL 20.0 PSF REF R408-- 57627 WARNINGI'• I ru.ua re.rirf .tire a ore on hDril.ling, n•npling. Inal•IIIn9 DATE 05/22/17 anippinL 'adDra big Rotor to a leol lM bltfl e0lllOn OI ail I.rll01t9 CM.en..l i.r.t> hrorHllM. oy Iol •ne rot,) I.r f•Ll) h• o. 013 1 TC DL 7.0 PSFpro[ll[ pfl to p<Iler hl ng lnl.e lun[llenf. I..t.11r1a ..•.I provide lMpor.ry Drocing per .CSI. Ionia. neap Oth rltt i Teo there fb ll Mre prearly •ll•[nep aforclur.l meaning •nd Ntt.. there anal b. • or ... rly •ll BC DL 10.0 PSF DRW HCUSR408 17142260 ALM e) er ..T •a •p.iiueu. A.plr tome, dr —li hce •I fora, .ne a IRA I., .eu na. role,, neled emvrla.. xa er t• er•ringa ISDA-1 for lot. .t sown .p..e ne i c T O HC-ENG JB/WHK rdct•na.ro rise oealtisna. Alp w • dl•Hlon IIx guild.." Ch.peD.nU a7 1 BC LL 0.0 PSFerLro.. Ill In•li nel De reapela1Dte ror .n> perlrllen t eN.mg. •n> 1.11.re to .oil. m. trraa Il center.•:.. rim AnS1". 1 er ror n......1. mlpN•g. Ar_t SEON- 40677ANIrWCOMA\NY inat.11.tl.l I Dr.11.0.1 L....... 1 TOT.LD. 37.0 PSF 24M LakeS/pNALQllKeDr, Suite 1l0 A Ma en loos 0H 1.. or ..•...... Ibltn. Mn I. do.1 n.. t...11...gas....1 .nfNapna M 1... fie s n UOM UII ITy ...Iy I.r the a..%@....... the ..Il.Dlllty per ANSsee W. . f In$. drwle. for ony Struttrr. 1. m r••....1Dlllty e1 the ORION—..tl M uILIe.etIrrI I Sol. 2. Ear D U R F AC . 1.25 FROM R F Od2I10 FL 32831 COA rO Y1 rer here Inl. rhaUen see thla.loD•S genera note. p•ge •ld tnel. — atr.. ALIM rrr .I. Ineltr to.: IPI ... t.In .Ig .ICA. ... ID.I.—Ily the. ICE. r.. I1...1r erg I illiam H. Krick Lic. Number 70 61S P A C I N G 24.0 " J R E F - 1 W 1 1 4 0 8_Z 0 6 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS% SURN177FO RY TRUSS NFR 1bUUd-/SINGLE SIURY HOME -GOLDEN RULE HOUSING -- 805 HOLLY DR. SANFORD. FL A8) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt. ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP Q2 Dense :T2 2x6 SP q2: DL-5.0 psf. GCpi(1/-)-0.18 Bot chord 2x4 SP M1 Dense :81 2x4 SP g2 Dense: Webs 2x4 SP Q3 :143, W7, W9 2x4 SP y2 Dense: Wind loads and reactions based on HWFRS with additional C&C member Rt Slider 2x4 SP p3: BLOCK LENGTH - 3.918' design. Lumber value set '13B• uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.40" due to live load and 0.51• due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24' oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Calculated vertical deflection is 0.75• due to live load and 0.97' due factor for dead load is 1.50. to dead load at K - 18.4.0. 3 X 4 _- 6X8 = 2X4 III 6X8 3X4 SS0712 T2 5 4 X 6 W7 3X4 e 5 2.5 H0912 3X4 = 3X4 7'S 2.5 H0510 3X6(A1) = 3X10 = 2X4 III 8-7.13 8-2 36-8-0 Over 2 Supports 18-4- 3X4 (F6.) 4X12(F6) W_ B-0.0 5-9-1 R-1453 U-420 W-7.625• R=1467 U-425 W-7.625• RL=193/-193 Nlm.Nrrnbr PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) M N• 9'"; Wave FT/RT-OX OX 10(0) 15 '• 'Q/ °_TY:1 FL 5/-/-/R/- Scale=.1875" Ft. Q . DLull I1 19 AN IiW COMMN•r i1001aTt O,Dng DL, SNBR ISO NARNINGI" READ AND rotlON All NOTES ON THIS DOANINGI IMPORTANT" TURN JIM THIS ONANINO 10 ALL CONTRACTORS TRCLUD TRO THE INSTALLERS. I rorrH rerrlre erLrere c.rr In b.....11... ..eell.9. +rlrrl nr• Intl•11Inq •n0 rr•clnr. Relit l0 •n Toll Ina %.lest eanlon rr 1[SI r.r nelnq [orrrneel s.rely Inrrrr•llrn. ry nl •ne SIC., lit. weU rr•nit rrl Ir renerrl nD mete rrncllena Insa•uert rn•u rrenoe le.rrnry rr•n nr on 1[SI. rnle+a nrlea oln riteIor [nitre +n•u n••e rrrrer,y •u•cnae urrnrr1 tne•Inl1. •ne Dour. morn -allCS n•.e . properly •u r Iola tellln9• lr[•ll ...... a n /rr Ter rr nenL 1•ler•1 re+I r•Inl sr rrrf fn•11 Mr! Dr•[Inq Inn •Ilia r S Ir n[r race •1 IrrH an0 rrtlllre •+ Inrrn •ee•f ne ototllrr+ Details. Dy or DID. •a noted otherwise.ReferInrJ.InI Del.,la. role,+ note .Inerr,.e. Refer Ir er.rinrt ISDn•i rrr al.ne.re .LL..rtlllrnt. INnr. • el•I rlrn rr IIY rrlleln0 CrrrrnenU cure Int. fMll nrl De reaprorlrle /...ny earls llrn rr er wlna. •ny 1. urr. ,r ern, Ina yr+. In conrsrN.nce rnn Anslrlrl I.rr or r.naua. tnlrrina. Inrl•n•n on l Dr •clnr rr Ire,+et. A nN rn lrb en rinr r1 cent H1. I'll,.@ IN,, ar.r,rr. ..a ... I...ccrrl.— oT Hrr...I... I ..". or lnr relrrlNl.,llty orlthe rrr err ,resin er pa. LIr ..Stability1 me rle of IIN. Onrlq frr .ny llfr[lrfe Il IIIerrrna/rlllV of the Dvllelnr Designer par ANSI /Irl 1 Sec R. r _• p rr pp bbO. OO N t S A . ,r 4 o ` r •..•'• pcu/-•'/DIY F•" TC LL 20. 0 P$F TC D L 7.0 P $ F BC DL 10. 0 PSF BC L L 0.0 P S F TOT . I.D. 3 7.0 PSF REF R 4 08 - - 57628 DATE 0 5 / 2 2 / 1 7 DRW HCUSR408 1)142240 H C- E N G J B/ W H K S E 0 N - 40841 DUR . FAC . 1.25 FROM RF oN LCOA lidl7 R.COA#D ITS ro..ore Ins rr..11rn see Ins+ Job'. aener., rrlr+ r.ar .na the.. Ter .Ilea L rlrl ..I...ellr L... Irl lrintl. rfl PICA' r +.[Ineralry—N. ICE r Itttale.rrr 1 illiam H. Krick Lic Number 70 61 S P A C I N G 2 4 . D " J REF - 1 W 1 1 4 DB Z D 6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONSI SUBMITTED BY TRUSS MFR E1bUU3-/-IHbLL 51UMY HUHt -bULULN HULL HUUSING -- ]BUS HOLLY DR. SANFORD. FL - A9 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP b2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP b3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind. 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT II. EXP C. wind TC DL=4.2 psf, wind BC DL-5.0 psf. GCpi(I/•)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load 3 X 4 6X6 = 2X4 III 5X6 G III 5.9.1 8.0.0 1-10t11 3X4(A1) - 2 X 4 III '"° — 5X8 = 3X4 = 6X6 - 17-2-2 JE 15-9-2 _I 1, 13-0-0 I 10-8-0 I -4 1 32-11-4 Over 3 Supports R-932 U-273 W-7.625" R=817 U-237 W-3.5" R=803 U-229 W-6.875' RL-148/-128 Design Crit: FBC2014Res/TPI-2007(STD) ly1 PLT TYP. Wave FT RT=O%(O%) 10(0) 15 '•0'Qj' 0TY:1 FL-/5/-/-/R/- Scale =.1875" Ft. IIARNIM111— HEAD AND FOLLOW ALL NOTES ON THIS DRAWINSI IMPORTANT..FURNISN THIS DRAWING 10 ALL CONTNACIDNS INCLUDING THE INSTALLERS TC L L 20.0 P S F R E F R 4 0 8-- 57629 AN ITN COMPANY 240D LAC QDIV Dr. SSun 130 OIbrAD.FL 32837 FL COA0279 lrrffe• re..bt blrt.e bre In I•Dr1UlAM. n•nalnq, IM..InN. lnil•IIInD .n. er•anD. Na.r L..• rote lee Olefl l.IllOn sr DCSI tG.Il.In9 t.q..Ml S.ffV In1.rHll.n Dr IPI .n0 YI C+/ ror Nf t lr . F lr 1 .rlle .erfsr.lnD lee to lUntllonf. Intl•Iltr• tn•11 Pr o•Iee IeN.or•rr Dr•tl nD .er DCSI Unletf note. Al, r.Ift ro. [nnrD •n•11 n••e properly-111 •t11, str.at :, rl-Holey •ne DntlM c1or. foal h.•e • psP.rlf a [11 pp r 1.1. [lIIInD L.Ullonf Mo.n f.. .ere..:Il bler•1 rl II N IDt .1 reel foal M•t Dr.[IM IMla le. 1 rraCS if[Ilonl G]. Nr .r DID. •t ...11[•Dle A..Ir .latf le e•[h 1•te .f Ire if •n..eslllen •l •nnre . .. In. . the J.lnt DeL.lb. unle•t n.I% Oth.r.11e L'I. is Or•rinyf I.DA 7 ror •t•n.b0 .41t Pnf le(. Holes. • O].blen er nW e.n.lny Co.wnenit Grnu. Inc foal neL ee .eloenaa. ror •nr DeaalA. r, a r•rinq, .nr nurre is of ne the v.fe In tonr.r..nce rnn ANSI/RI 1. or ror n.na a ny• tntr.InD. Ift—II.LI.n L or....9 .1 1....... A Oa M into Dr.rinG .r Co.., MR. Ibl1AG leb Dr.rllq. rem btH .c C.........r.f.la... l MDUHrInD re.Mll ellll/ to ar rer lM eeaM ceor., iM .oll.ellrer .n0 1. .1 Ihl. Gr.rby far ..r .trrctrr. 1. h r.fesna elll Lr sr the D.mm O D.. U.er rer ec tANTIFI1IS for .ore Inlor.al.n see Lnit Joe'f 9.....I note( P.D. .n. thefe .eD all— AVIHC• .w •to...l I. [..: IPI .w.l.lnfl.orq; WICA: —..feel... acrr.coe: ICE' w..Itt a/e..rq o. 08 1 ' 1 e .S T O i j (V i • pF yi 1 • eGt1' SS/pNA1. . I illiamH Krick Llc. Number 70 TC DL 70 PSF BC DL 10.0 PSF B C L L 0.0 PSF TOT. LD. 37.0 PSF DATE 05/22/17 DRW HCDSR408 17142261 H C- E N G J B/ W H K SEON- 40600 DUR . FAC . 1 . 25 FROM RF 61SPACING 24.0" JREF- IW11408_ZO6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A OINFNSIONSI SURMITTFO RY TRUSS NFR iiDUUJ-/SINGLL SIUNY HUML -6ULULN NULL HOUSING -- 1805 HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x4 SP q2 Dense Webs 2x4 SP q3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 4X6(R1) /* 4 B1) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS with additional C8C member design. Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 of 3X6 In 0W14 1.4.1 L, 7-8-0 _I_ 7-7-4 1 15-3-4 Over 2 Supports R=592 U-164 W-3.5" R-636 U-187 W-6.875" RL-100/-93 5-Oill PLT TYP. Wave Design Crit: FBC2014Res/TP1-2007(STD) FT/RT=D%(O%)/10(0) 15 µ r H. G'Q/',OTY:2 FL/-/5/-/ R Scale =.375" Ft. NARNINGI-- READ AND Follow ALL NOTES ON THIS DRAWINGI IRPORTAMI•• FYNNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i" T C L L 20.0 P S F R E F R 4 0 8-- 57630 I r.fift repulre e.lreea [.r! rn /eDrl[alrn9. n•n0lrnq, Snlppinq rnll•Ilpnq and Dr•c orgy Reltr to an loll HSCSI roe Saelr ed[At. S err oneIdeaeditor. el functionsIel temporary Dr cl per InstallerslProvidel0performingoneser. n[lltas Intl• tiers s.pll arevlde temporary Dnclnq ter gL51. Unlea neap OLI rw loSt Lot chord Mal nave praoerly •LLAChed 1--rel She Lhlnq •no bottom chord Shall nave a properly at [1 e 1910 Lulling Lt[allpel .hewn IOr pl re•eenl IAlefal rlfLraImL el .lot Snell nave Dr.[In9 In.la11t0 I rrR[S ee • Ov % N T C D L BC DL 7 . 0 10. 0 P S F PSF DATE 0 5 / 2 2 / 1 7 DRW HCUSR408 17I42241 0 a 'IuI IT 19 AN Frw COMPANY i10DLale R.,$000HO Sec lr.1n qD. qy er ql D. •S .p0lrvole noon alAUi l0 b[n Uce pl lr.a ant pot plate AL Steve •beam pap O Ln! Jpint Dtl.nf ..fall ..Lea tln.r.ua R.I!r Le.'..'all I!a•t for LI.na.rd plat oecnitnf A 1pinl. • pl•I.1 en OI IIY p.110In, [enantnlf Growp IA[. .n•II not bf rl.pOaSl bl! for per p!•l Los. Ir mewing. any fa lure to bulls one lru to is[trier m.nce wlln Anil/1 PI 1 er ror nanollnq, Snlppl n9• In1L. II.tl.n A or .... 9 at Lra..l A lo.l on ......w....r [O•.. ..ql Iletleg Intl pf worm. Indicates .ccopt..co of prof l.11on.l onDIM•f lnq responsibility o•Ithe for one oDesig srwn. fee lel.I Sec.y .nd sal of tor1 dnwlq fN Any lb l[lale Is In eganalallllyofN• lelldlnq Designer Par Msl/TPI 1 Se[.y T O t w V i /• •f 1 , p •,./ LL•• N L,[.. o-Nl{..- p BCLL TOT. LD. 0. 0 37. 0 PSF PSF HC ENG JB/WHK SEON- 40860 OUR. FAC. 1 . 25 FROM RF QL914D. FT. 1107 R. COA ". ror pre InforM ion See in.% yeb'S Hanalei netts page •ad phase wee Sit— AL'.. I' www .thlneltw.ce.. IPI: wir, L•I.&L.Dro. WICA: ww..lb[Iedt.Lry.csm. ICE www.lec-le.srg I illiam H. Krick Llc. Number 70 61S P AC I N G 2 4 . 0 " J R E F - 1 W 1 1 4 0 8_Z 0 6 05/ 22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR E2DUUd-/ZIIMbLt b1VMY HUMt -bULUtN RULt HUUSINU -- 15U5 HOLLY DR. SANFORD. FL - 02) Value Set: 13B Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP K2 Dense DL-5.0 psf. GCpi(1/-)-0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP M3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 sa4X6 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 3X6 iii 3X6 Ili l, j-4-1921Al2 4-1 1, 6-11-4 1 1-4-0-I 6-11-4 OE 15-2-8 Over 2 Supports R= 673 U-197 W-3.5" R-630 U-187 W-6.875" RL- 104/-104 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=OX(O%)/10(0) 15 VARNINGI"• READ AND FOLLOW All NOTES DN THIS DRAVINGI IMPORT ART•• runs IfN THIS GRAVING TO ALL CONTRACTORS INCLUDING ERE INSTALLERS. l ruases rltulr! e.lrtaut t•r< In nprl[alln9 n•n011nq, inlspl ng• Inal•IIIDg •ne Dr•Clne Nets, to all I In! late at eelllen e1 RCS) Uullelnp Ceppont nl SN Hy Inf or Aall en. Dy Irl ane WCI) Ior Ia ety prat Llr I l0 pea ertlnq lntse IunGllent Inal•IIerI an•11 pror101 tetpor•ry Drat lnq per D151. unless netee ell r lop mere ana11 n•re ar•serly •Li.C. a abut lur•1 tnoalnl np •ne DelleA CnorO in•11 n•re • preperly •t tl tleneclJle" tnliantlulDineglU•u leaer. beutnlGllee. nsats tnh•eeptpeona ceIo.lrDnelperla. rNaaAe nptpAlRl pIear r1 ea•lHtn IMI•coe f e. r lDlrI .atna a• nl a n•soreil Dur•"[n Inaq an"rn •leeedole yelpsato QLPD 19 re le er•ringt IDai 1"r su noarp pl•lepotnlont AI Ine • 01rla1 en I IY 11 In 0 o I Dr e e [ etpenenu Group Inc.net ee re tpentl pitfor •ny en nllon fr er wing. •nr Hoare Is Dulle ... lru ss In tent orb nCe alto ANSI/ Irl 1, or for nMelln9• Inlppl nq. AN ITW COMPANYlnaal•tlen t Dr•a nq et lruatea A INN on Cult ....... or A .... Hp 1be TAD IA I. er•r1ND, INIM61 t •CCogt•ett of gr&fqutenpl DART ... rl Htpena plllly to1Ny ror US eta Dn {norp. In. 1.1ta Illl, ••t pit or Cult Or•ulog for •ty Allaetgrt II 24CO LNLeOrJW Dr,Su0t150 retrentlDilny er tot Do110tA9 Ofapler ter ANSI/I I I Sect Odmllb.FL J2R)7 ror sere nlert•tlon tee ton 4eD't genera notes P.O. •.. mete .en III—FLMA1027B Avut. rrr apineu. CDs. nI: wr.tslnlL prq: It.. .w,teCl... Ilry, : ICC- w..l[Ra1. e 9 H• 99y4 11it Q)V"s0TY:1 v D. 08 1 E T 0 f QNA1. ., d1111R111 H. Krick Lic. Number 70 FL/-/5/-/-/R/- TC LL 20. 0PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 ISPACING 24.0" Scale=.375"/ Ft. REF R408-- 57631 DATE 05/22/17 DRW HCUSR408 17/42262 HC-ENG JB/ WHK SEON- 40863 FROM RF JREF- 1W11408_ ZO6 0sn2/2017 THIS DNS PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR LJUUUJ•7bIINULL nIUMT MUML -bULUtN MULL MUUSINb -- ItIUS HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)-0.18 Wind loads and reactions based on MWFRS. in lieu of structural panels use purlins to brace all flat TC @ 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 B3G) Special loads Lumber Dur.Fac.-1.25 / Plate Dur.Fac.-1.25) TC- From 55 plf at -1.40 to 55 plf at 4.94 TC- From 28 plf at 4.94 to 28 plf at 10.27 TC- From 55 plf at 10.27 to 55 plf at 16.60 BC- From 4 plf at -1.40 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.97 BC- From 10 plf at 4.97 to 10 plf at 10.24 BC- From 20 plf at 10.24 to 20 plf at 15.21 BC- From 4 plf at 15.21 to 4 plf at 16.60 TC- 197.83 lb Conc. Load at 4.97,10.24 TC- 125.38 lb Conc. Load at 7.00, 8.21 BC- 236.81 lb Conc. Load at 4.97,10.24 BC- 98.41 lb Conc. Load at 7.00. 8.21 Bottom chord checked for 10.00 psf non -concurrent live load. 4X6 3X6 m 3X6 m 4-] 4-1 1, 4-11-4 _I- 5-4-0 I 4-11-4 1 I NE 15-2-8 Over 2 Supports 31-1 R-1209 U-243 W-6.875" R-1210 U-242 W-6.875" 3.1 -6 Design Crit: FBC2014Res/TPI-2007(STD) ,P ••HIPLTTYP. Wave FT RT=O%(OX) 10(0) 15 1 •/ ' TY:1 FL/-/5/ -/R - Scale =.375" Ft. YARNING)•• READ AND FDLLDY.1 HDI[S DN 1NIS 11.111GI IwDR1AN1•• FORM THIS DRAPING TO ALL CONTRACTORS INCLUDING IN[ INSTALLERS. TC L L 20.0 PSF R E F R 4 0 8-- 57632 a pD AN ITW COMPANY 24COLALe@oWON..SuGe150 I ruSSO rope He f.lre.e ur. In uprlbllnq. Mna lnq, shlppinq, Insla llnq .n. DnUnq Rtl tr to •n foll the btesl emtlon .r gC51 IN.nenq [o.ponent s,rety Inler.,llsn q Irl ,n. YI[•1 nr :.rely pratic prl to prlor.no these IUAttlnns InSlIllen s 11 or DsIde Le.porby Or•tlno per RCS). Unless note. DIn 1•e top chore sMll n..e properly •ruche. IL-Turr.l ....thlnq one ..Ile. ... 1. s..It ...• , .....rlr .tt t rlg1. c.Illnq. IOt.11ons snprn /or per..ne nt I,teul resin lnl of urD, ,h•11 n... Dr.[Inq Instil le. p. rCS L-1 q H or 910. •t •pllbple• Appy pules ID Nth b[e DI !lull .n0 .Ot..... A. •.... ..eretheJointD-11% u.l.•, note. Or herNse Roger to .r,Nnq, I6DA•1 for ,t.n..re pl.Le posltl Dn,. Atpine. • .I.ISIOn .1 IIY pull.lhq CO.pOne All Group Into sh,ll net he n1pon•ID1e IOr . r .e.l. Ll.n Ir. r.ulnq. .nY TAllure LD Dull. the lru •f In tool orD.n[e rtlh A.SI/111 1. Or for n.n.11nq,"shlppinq, Ihsl.11.11on A Dr.[Ihg DI Tr..... A ,H1 pn INn 011 1, pr 1 pop )nuns Intl .r p/M. INe1C•tr, Kt&Pt&N[• of OrpfwlpnN prINe.r n gMfl Dlllty nlely for INe OU ten ,h0.. Is. uln011lly rn..1. Of L.I. .Nrno for .ny attar ton 1, u responDlsluLy Of the p.n.no Destprr per ARSIITFJ I S.C.I. p, 08 1 i C SAT O t.` r o. . 1 • v D •' G N 1 TC DL 7.0 PSF pBC DL 10.0 PSF BC L L 0.0 P S F TOT . L D . 3 7 . 0 - PSF DATE 05/22/11 DRW HCUSR408/7142263 H C- E N G J B/ W H K S E 0 N - 40880 OUR. FAC. 1.25 FROM RF aCOA10273T ALPINE . ..... I;I eIt: coo.111PI. 'Wh Ael L o%geWICA...`.. no L yt... "« •.. 1111.1e orq Illiam H. Krick Lic. Number 701161SPAC I NG 24 .0" JREF - 1W11408_206 OSR2/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. LDUUJ-131MULL IUK7 HUI'IL -UVLULN MULL HUUbJNb -- 1tlUD HULLT UK. bANhUKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x4 SP p2 Dense Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Bot chord. 5 r— 2X4 (Al) FL - LJ31) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(-I/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R-61 U-31 9.3.14 1-7.6 R=51 U=1 B-0.0 Lee 1.4-0DIJ R-217 U-64 W-7.625' RL-59/-23 Design Crit: FBC2014Res/TPI-2007(STD) InmRlnaln P 1eeH: /rw,r4PLTTYP. Wave FT/RT=OX OX 10(0) 15 R/ TY:1 FL/ 5/-/ R Scale=.5"/Ft. O D AN IYW COMPANY 24D LAe CM&W Dr..Sun150 NARNINGI•- DEAD ADD FoLLOD ALL MOILS OM THIS DLLMIMGI vn DDYAMI•• FURNISH THIS DDAMIDD to ALL CONTRACTORS INCLUDING THE INSTALLERS. I ru••e+ rleulre ..lr.e. [H• In 1•erlbll n9 n.n011n9• inlppine. IMla lln9 •ne D•K In9• Refer l0 •.. 1011 Me bINL1 telllen OI elSl Teulleln9 LOpOA.nt S.Ifly InlerpllOn. Dy LI •AO YIUI for 1Hay pr611[ prl LO Pert -fling Me+.—CLlen+ IPAl• Wert 1I.11 pr -Id. Leeper.ry e1.11.9 per BEST. Unl.t+ ..L.. oln 1+! lop cnere tn•n n•ve properly •u•cnee uructur•1 lnutnlAg •nG psuep .Wore +n•u n.•e . preperb •u A* r 191p [.IlIn9• LOc•tton+ +ns"A rer perp•n. nl I.ltr.l retlr.Inl OI reo+ tn.11 n••e Dr.c1n9 In+l•IleO tea Llon+ u. a sr DID. .+ •opu ogle. Aeely H.Le+ to e•M r.0 sr rr"11 ano ea Lllee .+ +ne"n •ee•e a o SON Jft. GelNl+. enl.tt nslee eMervbe. 9.1.1 to pr."Ines ISDA-1 1er +tmebp pfor. SoflllOA' AIH ne • el•I tl en el TIN D'"'.g t"o. Alt croup In[ tA.11 net ee r.tpontlple for •ny AS.. IN. 1r t prw1.9, .ey 1e11ere to Dello Me tress In C.M pr p•n.e "Iln ANSI/III 1, or tgr Mnellnq. Woo..G. I-L111—Ch, A er.clne of Lrettea A aNl se tn{A OrwMg er cegr ppe I4tIM MIA enr1A/. Ie01pUa Kcp{AAce er HefH Uenel MeleHHee n gems slob aeleb ror the an qe anwn Tne aelt.miny •Ae eIN er Lnla er wlM rer any atre.{ere b rn r P...INIllb of the DeIIN/ne etslentr Rr ANSIJIF1 I Se r. t Y ejO. 00 1v ;: c AT O : •Q i7 1 e / 4 ••.. 1 - v Y •' G AI N•'- T C L L TC DL BC DL B C L L TOT. LD. 2 0.0 7.0 10.0 0. 0 37.0 P S F PSF PSF P S F PSF R E F R 4 0 B-- 57633 DATE 05/22/ 17 DRW HCUSR40d 17142242 H C- E N G J B/ W H K SEON- 40579 OUR. FAC. 1.25 FROM RF 61 SPACING 2 4 . 0 " J R E F - 1 W 1 1 4 08_Z 0 6 011e1N1D.FL 32917 FLMA9027S Per tare In1er.•tlen +ee Lnl+ lee't general neLe+ P•9e •AO tne+e e.p SILef AIPINE: — •IpinelLe cep. IPI' """ LPIAIL erg MICA e"".teclnellAtry clip. Itt r"" I[cufe.Org illiam H. Krick Lic. Number 70 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. LIDUU3-/JINbLL bIUKT nuns -bULULN MULL HUUJINU -- lt3UD MOLLY DR. SANFURU Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP p2 Dense Webs 2x4 SP q3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 - FL - LJ5A) 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. GCpi(-t/-)-0.18 Wind loads and reactions based 'on MWFRS with additional C&C member design. C 1-4-12>j 4-11-4 Over 3 Supports R-270 U-112 W-6.875' Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'x3.5"), toe nailed at Bot chord. R-125 U-31 RL-86/-27 R=98 U-0 Design Crit: FBC2014Res/TPI-2007(STD) P ...H: PLT TYP. Wave FT RT=O%(0%)/10(0) 15 1 •/ q; TY:4 FL/-/5 R/- Scale=.5"/Ft. MARN INGI•• READ AND FOLLOWAll NOTES ON THIS DRANINGI INPORIAUI•• FUND ISM THIS DRAWING IO ALL CONTRACTORS INCLUDINS THE IRSIALL[RS. 5r TC LL 20.0 PSF REF R408- - 51634 DATE 0 5 / 2 2 / 1 7 D Drtt 1.9 Rer er to •telIrussetyewiret•lreee taro In f•brlc•Iln9 .•nDlln9. .hipping. ln.l•IlIn9 .................. tot Lle.l eelllD. er .EDT TDrael., ED.pD.enl sort, Inrer.alDn. D. T.I .ne U) .... ....:"" prt[n[ n ' p.11 t . 8 TC D L 7.0 PSF 1p Dorlofpl.q lntse lun[llDn. I.tl•Ilerf fn•11 prprleD leeppf try Drt[I.q Der DCSI Y.Ie.t .oleo .1. e cep [nor° thAll Acre properly •ltt[hep ar,Ctura .ne•1h1., top Dotlep [here .hill n•ye t properly tIt loll Orlllnq LobllpM toot. Tor pe.HnMl 1•leNl feaftlnl OI ooDt foal hH! Drt[Inr l.tl.n.e p. "*D j BC OL 10. 0 PSF DRW HCUSR408 17142243 1Irt1I 1111 te[ue"t eD D! e. Rfo. •t .ppu Other. R aaet 1p e•[n rae er trlltt •"p ppa Uo" •t anion .DD.e a ° Jolnl Dela Y S S AT O H C- E N G J B/ W H KQDthee. l.. rnleft nelee Diner rite. Noler to Orwingt ISOA! fir tltnOtre Dlae Deallon. Alpint IIY Dullelnq Leepeno BC L L 0.0 P S F 1 Olyltl Dn el nl. Grovp In[ .n•11 nil he rt.Dentl Dle rot •n. oerl•llon fr I prwlnq, tnr Ia lurt lD Dune Lne Vuff In cpnl prp•n[t rein ANSI'IPI 1 Or ter n•ne11nD• .nleelnD. A • ti C S E 0 N - 40874ANIYWCOMMNYlntlal•llen L Dr.[lnq .1 Lr...... G TOT. L D . 37.0 PSF L Lea en toll Or wine sr [erLr pre, Illt ln, tnlL OrLrin,. InDltllel etteettnte sr PlofeLLlela lA,lelerlAq r eL eAUmlltr LeNy rw the en qn Lnwn 1ne m1ue11 n1 ems ru er LnI. orwese rbr Ln1 luuuun a to r-T-11,111t, toe DYllelne DeaDntr L . OUR. FAC 125 FROM RF110DW.e01uKeDI SuheMD of otr ANSI/IPI I SLaR. T 24. 0 " J R E F - 1 W 1 1 4 0 8_ 2 0 6 QI91d0, FL 12817 rot more lnl er oils. tee Loll lob's ,eoer•I tole. PAN. H. these .eb I.E.,-SPACINGFLMAID278on: V... ALPINE..rr. •Trent ltr [I• IPI..L Or,: WIC.: .w..e[lneua r).[pp ICE wr I[[..re or, illiam H. Krick Lic. Number 70 61 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Tcuus-/SIMbLt SIUMY HUMt -UULULN BULL HUUSIN6 -- 1805 HOLLY DR. SANFORD. FL - EJ7) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EKP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP p2 Dense DL-5.0 psf. GCpi(I/-)-0.18 Bot chord 2x4 SP q2 Dense Wind loads and reactions based on MWFRS with additional CSC member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'0.5"), toe nailed at Bot chord. 2X4 (Al) Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R-168 U-84 10.11-9 3.3 1 8 0 0 R-126 U=5 LE 1-4-0->j Le 7-0-0 Over 3 Supports R-353 U-89 W-7.625" RL-1131-29 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) P` e"' FT/RT=OX(OX) 10(0) 15 N111141gNfh H " R/ TY:16 FL/ /5/ R/ Scale=.5"/Ft. a III[= 1 0 , AN RW COMMNY 2400 LAt oraw Dr.. Suxt ISO OrLv&.FL 32637 FLCOA102TB HARNINGI•• DEAD AND rOILOW All NOTES ON THIS DMYINGI IMPORTANT fURMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING IHE INSTALLERS. I rut+e• reap ve .arow care T. r•pn unnq 1. .ttnnoneImpelno. l•l nnq •.... IRefer ID TAq. •- 11Ine TAlt+l eelllDn or e[SA ERplle..q [D.penenl S••Ite L) InlorNllDn, D) IPI •ne WICA/ IDr ufelr pr•[ll[ prl le pert Dr.ln9 Inl se Iuntll Dn• In•I•Iltrl in•11 pr o•Ipe tl.per•r! Dr•clnq per eCil. Wnle•f ."Cep pin I.e l.p tn.re tn•II n•.r p...... •u•cnte ttrpclurN .ne•tnlnq •ne peuD. cnora In•n n••e • pr.oerly •u 1* rlgIN celllnq lDt IT* +noun ..r per.•nenl 1•t•r•1 rt+lr•1 nl of ueo• i.•11 n••e er•cln9 In+l•11- pi ACA Iet u... u. e! Dr e.. •+ •ppu u.le. Apply pb us ID e•tn fae oT trot+ •no penllDn .• SnD.n •DD•e e e In. dolor DrLllt. pnl.., neL% elnerul+r R.rrr le er.vinq• ISG..: r.r tl.npap p1.Ie pp.ltlen+ A%I... • Ol•INDn "/ IIY eullpA C..... enU Group Inc. •n•11 not De re loonllDle ID, Anr OD•TAllen .1. 1 enLt&II. • nr A D-1 t0 pone tn! Irus\ In [O./OIHn[! alto ANSI/IPI 1. or Tor Mnennq. Ingpine. lnil•11•Ilen \ Dr•cln9 0l lru•tt• A \HL D. INI\ OlwlnD sI ItOrel e.De ITAtI AD ININ OIwInD. 1n01teINe etteeleete Of ref.\elo.el MDInH11nD re+soe. a i :il u. na ns ee•Ieeneper Awsuiiilips.ot= •ne uu of ton uwlne nr •nr NXf.r. 1A In fey .Dr. I......LT.. to tnlS doo•• gener•I IDLe+ p•qe •n• Int+. vw.Al..... I. to.. IPA ... LLPLI. I.....t III—Dre. WICA. otloff-Lr) IN.: ICC:.. +• cfe.Dre j O. • 08 s t e. T O : Q F 7 p I. •. , . rw .... CSs/ONA 1 illiam H. Krick Lic. Number 70 T C L L p Ti. DL BC DL B C L L TOT. LD. 2 0. 0 P S F 7.0 P S F 10.0 PSF 0.0 P S F 37.0 PSF R E F R 4 0 8-- 57635 DATE 0 5 / 2 2 / 1 7 DRW HCUSR4D8 17142244 H C - E N G J B / W H K SEON• 40883 DUR . FAC . 1.25 FROM RF 61 SPACING 24 . 0 " J R E F - 1 W 1 1408 0 6 05/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT ILDAnS A DIMFNsIORS1 SURM17Trn Rv TRIIC( HFR 2buUS-/bINGLt S1URY HOME -GOLDEN RULE HOUSING -- 1805 HOLLY DR. SANFORD. FL SJ7) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP q2 Dense DL-5.0 psf. GCpi(+/-)-0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B' uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5'), toe nailed at Bot chord. R=168 U-85 10-11.9 1-1 -2 R-126 U=6 9-3-15 8.0-0 2X4 (Al) va 1-4-0-3,J LIE 7-0-0 Over 3 Supports 3. R-355 U-89 W-7.625" RL-123/-40 oMHnw+u„o'arr Design Crit: FBC2014Res/TPI-2007(STD) y \P •...... PLT TYP. Wave FT/RT=OX(O%)/10(0) 15. Y' '. QTY:3 FL 5/-/-/R/- Scale 5"/Ft. WARNIWGI•• READ AMD rOILOM ALL MOLES ON THIS DRANINGI IMPORIAMI•• fURRISN THIS ORAVINO, TO ALL CONTRACTORS IN[LODINO THE INSTALLENS. T C L L 20.0 P S F R E F R 4 0 8-- 57636 I r+iir. res.lre e.lrtet C.ra In I.DrI[.tlnq n•noling, snl..lnq. Inil•IIIn, .ne or•[1 ng. R•Itr IO .no ell lne 1•lril 1011len orI,ullelnq [Oyone.1 S.ffU On Yllen or Irl .ne YI GI rot afar Kall[r .rl 0. 08 1 T C D L 7.0 P S F DATE D 5 / 2 2 / 1 7toP.'I r 1.9 that. r.nctl-1 Imnuen ...It er•rltr tes..nrr er.l INo per ,CSI ena, netts in be Lnore sMll not rOP........ ativaur•1 I...In'.. ... ..Ilea Chore . .1 one ..1... rlr .tt• r nle .eu INo. leuuena ins+n rer .are•ntel blerN re..nrnt o1 +ma an.0 n.•e era log In... uea se. eCi B1. DL 10.0 PSF DRW HCUSR408 17142245 a fetllena ,O..1 er ,10. •a He'IUpI• A.el) .bits LO 1.n rat e1 tr. is .aP r.t11.1n •..ne+n •epee Ina Jelnt .et.11a .neett hair. pint..I.t. ..rer Ie era+Inga IARA.r rer ...ne.re .1.t....I. . S AT ei, B C L L 0.0 P S F H C E N G J B/ W H KAl. be. . al•I.lon m IIY ,ullm n, [oe onen.a Gr..p Inc shah not .e res..a Lela rer •nr se•I.tlan rren r..ln,, •nr I.IISO.to DItLOOP Lr.tt In Lonrorunct .IIN ANSI/lrl 1. or Tor n•nellnq. I '..Inq. L •yi , SEON- 40908ANrrWMAAPANYIn.t.Il.t'eh t er..l.,.1 Ir...... .. A tt•1 PA this O!•.In, or LO•a ,P„ Intl„ this sle.ln,. 1t•a stand of Gradational Pn,INta tn, F [1 ••..,... •r `G\ TOTAD. 37.0 PSF OUR . FAC . 1.25 FROM RFrn,entl slln; atl Hr for Lnt Pa q; Rhea.. inSs m 1u.eSnn, 11e ew 11 Lot01win, rer AN21DIde0MWDr.Su,eI50I .i NAILr WWII, 22827 FLCOARD279 For Bare In1Yr- IDn ae Lhlt 7.e't general DeteS ..qt and III— +ee Slca.: e ALPINE' +.v. a.ntl...: I I: +.r.lehat .rg: Hte IEA: ... ch Lrr.cM: ICC• w 1........9 William H. Kock Lic. Number 70 61 S PACING 24. D " J REF - 1 W 1 1 4 DB_Z D 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR EIDUUJ-/Zi1KbLL bIUKT NUNt -bULULN KULt NUUNIMb -- 15U5 MOLLY DR. SANFORD, FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP Q2 Dense Bot chord 2x4 SP #2 Dense Lumber value set '13B' uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common na)ls(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5'), toe nailed at Bot chord. Cil) 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(•1/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 5 F__ R-•31 Rw=32 U-37 8.5.9 0-9-1 00 — R=8 Rw=20 U=13 2X4 (Al) _ 1-4-01,J 0-0 ver L upports R-190 U-87 W-7.625" PLT TYP. Wave R L- 31 Design Crit: FBC2014Res/TPI-2007(STD) FT RT=O%(O%)/10 0 15. pull IT P...... R, C Y'• '• tLTY:6 FL/ /5/ / /R/ Scale 5"/Ft. a LM AN IrW COMPANY NARNINGI•• READ AND TOUGH ALL NOTES ON THIS DRAWING! IMPORT ANI•• i11211 THIS DRAWING ro ALL CONTRACTORS INCLUDING INE INSTALLERS. eIra 11 e.lre.. care In b.rlbllnq. Mna l......... D. MtDM, 1n.ullln9 .n. .r•n.q H. re. 1. ... on the 1•le,l e.nlon .r KSI IR.n.INg co...nent S•feb Infor.•Llon. or nl •n. Wi[AI Ter urelr or•cNce erI to etrf Or.lnqnttton,. In,l•IleI1 1..11 DI.•1.e le.o.I•rr .r.11nq o.r 0ES1 unle.. nett. el.. Ter cnor..nAu h••s oroterlr •u•cn.. ur.cl•ra mulnl.q •n. WINO. cnera m•u Hue • orosery •u• r lql. ceuln0. uuuon, ,n..n Tor o.runenl btenl reltr•Int or .eo. ,nNl n•re .r•a nD IN,t..... .e e[S ecuon' u. n or RID. •, •.ouum. Aorb 1.-1 1. e.1n I— or LI... •.. P—Llon .1 ,no.. •Dore one ,.l.l Oa.11.. .nle1, ..1e..tner.l.e. Serer l..r..l.q, INOA•: Ter ,t....r. .1ae ..at1•^' loth•. • m •1'l.n el TIN R. nol nq [.n..nenu Gro.....c VA.' nsl .e re,00n.lole for •nr .erl•llon rr.. er•.Inq..nr r•u.ro Lo .. u. Lne buss 1n cenr.n•nce .1In Ansulrl 1 .r Tor h•n. a nD. ,nleolnp. In, t•II•LIo. A b-1.9 ./ tr.,,es C 0. 08 s iIST A". y . F gEL•••••..•• • TC LL TC DL BC DL B C L L TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R408- - 57637 DATE D5/22/17 DRW NCUSR408 17142246 H C - E N G J B / W H K SEON- 40509 2400Lake Dr. Suet 130 A tS tl 0h IN1..1 e.IH0 01 to.fr eDt II.11.0 THIS 01..1eq. I0.1C.1.. eCCADINft& of 0r.ft.tt.00l •HOte.Sll hO ns sn. l.n ur a.by rsI the 01, lyn anon. the t.Ra.11ltr and m or this .re.tho for Ana n.ect.n la IN n 06- I.lTlLr or the R.ualnD D.a19—.er ANSL/I I I sect. n/O \' A l \ 1r Doi. OUR. FAC . 1.25 FROM RF OFUNIO.FL 32R17 R.MAID for .ere Infor.•11.n Are -1 lob's Sener•I note. DID. •h. tht,e .eo %tie. LPIH1: . .I. I.at..c.. IPI:AP1.1t .19. W111. w ,bIl—ILry c : ICE. .. 111-fe .rD illiDm H. Krick Lic. Number 70 61 S PACING 2 4 .0 " J R E F 1 W 1 1 4 0 8_Z 0 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONSI SUBMITTED BY TRUSS MFR E]buus-/SIHbLL 5IUKY Hunt -buLULN BULL HUUSING -- 1805 HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 Lumber value set "13B' uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5 F- CJ1A) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL=5.0 psf. GCpi(I/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'0.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'0.5'), toe nailed at Bot chord. R--31 Rw-48 U-51 9.11.14 RL-3l/-21 III R-17 U-0 2X4 1< 1-4.12% 0-11-4 ver a Supports R-167 U-96 W-6.875" B-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=OX(O%) 10(0) 15 NARNINGI•• READ ADD FOLLOW All NOTES OR 1NIS DRAYIDSI IIVORtART•• FYRNIfN INIS DRAWING ID ALL CONIRACIONS INCLUDING THE usuLLERS. 1 rra+ea reeuhre e.tre.e care In r•erlutl n9• nnell ne. anloelne, Inn•Ilhne •ne er•clnD Rerer le •no toe 1•Le+l eo then m cUrumne te.enenl S•telr I.ror.•Uon. Irl .no WICAI rer +•tLJ .c to eerler.ln9 tne+e /unttien+ n11 DoIee .porr N•l ne oar DCSI. U.I.I. nsI.e I.:teo cnera +n•n n.•e rooerlF •L ucne. +tructur•I me•tm nD •ne oeue. cnero anal n•.e • reoery •w r1 le celllne• let •lion+ + n her ern ntnl tlM •1 realr•Inl e1 reo+ +n•11 M•e erK lne Int•Ile. eh AcpD Lna Jm nt Det•na. enleu nelee slnerrlae Nrrer Le arwlnD+ ItoA•i for tt•nD•rD ol•u oeahuena. Aa Hne • ola+hon e/ nW Gu nelne I..eonent Grero Inc +n•n est ee re+oon+lot ror •nr Wert tsn rro. er• rlee• •nr 1•Ilure 1. eu 11a the truss In tool er.•nte rlln ANSI /I ri 1. or ror n•ne 11.9. anleel.c. AN RW COMPANY hn+L•11•tlon a er•tlne of Lrrs+n A ueI sn lMe enrino r nm en Itl nD tot erwlnD. Inm uua ecnruno er rnhnlnel enH need lea enlellll) a.lelf rsr the ent0n anere. iM •rllNlltl) •ne uu of tnla erwlnD fo1 enr alrrtlure la 2400 LaLe OmW DID. SIme 110 rn oaSlen FL) or the SullebD De+le.er per ANSIIIrI I Sec.:. Od2ndD. FL 11817 rer .ore Inror.•lAon +ee tot hoe'+ eeeeral nets e•ee •ne tone lee sues: FL MA10276 •Ln e[ wr •lohne ur ce. 911. wr Leln+t ere. .111 wr. sec lose+vr ce.: tt wr.ht u•1• ere 2- 3.6 M H. QQr IA,' C_ff.T Y : 4 o. 08 1 S I AT O H. Krick Lic. Number 70 FL/-/ 5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 ISPACING 24.0" Scale=. 5"/Ft. REF R408-- 57638 DATE 05/22/17 DR W HCUSR408 17142247 HC- ENG JB/WHK SEON- 40871 FROM RF JREF- 1Wll408_ZO6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set '13B' uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Bot chord. 5 r— 2X4 (Al) _ L.u/ 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(1/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=59 U=30 9-3-9 1.7.1 R=49 U=1 8.0.0 1-4-0->j R-215 U=64 W-7.625' RL-58/-23 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) t1111 FT RT=O%(OX) 10(0) 15 IMn/Q' iy r '•0'Qj 44,OTY:4 FL 5/-/-/R/- Scale=.5"/Ft. NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DMNINGI 1"PORIANT.. FURNISH THIS DRAWING 10 ALL COIMSACIONS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408- - 57639 AN RW COMPAWY 24ODLGLe0DAt DF.&= 130 CNIu1do.FL 22937 FL COA R0:7R e.leedo 4r! In bNrl Ullnr n•..Ilnr. Snlppin,. IM 1e111.9 Sn. ar•CI.,. Refer .1 e. fArt to I. pf .CSI (Gallo.., COe..n.nl Sef.l• In1 or.All.., r/ IPI en. WIC•) for .e..l) Lee[l II . Art to Nrfor Ntn, tneae to ncllanf LSlelllrS atoll rr.•Ioe le..or err on[In, rer GCSI Ualie.. .oleo oll rrl.e for chord Snell ne•e rrorer.r •lane• aruuurel lneanln, .n. wu.N cnorN .n•11 ne•.. rr..erl/ eI c1 p r t,1. [e 111n,. lo[ellens lnorn Tor Per Nenenl 1•ltr•1 rtSlrelnI of .e Snell nere rr •.I., Inalelleo rats G]. N .r p10 b •.....Ao1e. •.I. rl.te. to ee.n 1— o1 tr•Sa eeo P.AILI.. •S ShOlft —le Ind o Ito Jolnl Dtl•I U. .nle SS nole0 slner.l... Refer 1. OnNln,i ILDA•E for ae..a. rlet. rail Ilona t C.N on..It Grout In[ .n•11 .ol oe I., .... I... for •.....tell.. frA.... a: • .I•I Slon of bell. rer. n.. •nl 1•Il.re I. Doll. the Lrua. In Confore.nCe rlln ANSI/IPI 1. or for n.n.11ne. lnlppin,. In.la Llt..l.eal.,.1 Ir...... A goal .o tell .r.ul.p or Cr•,r rope I1StI.9 toll .r..top. Mdlt.ta .CC.rI..Co .f rr0f.111 oA.1 ..Gte..rtop raroMl.l Ill) 1.1.1, for Lee o.ltoe lM... Th...It.Nlll, .eo ....1 tet..Naer for .., ltr..L.r. IS le aasnS Ullll) of L.........p ....pner HI ANSIIIPI I Se..=. for or. I.I.rN•Llon See LnIS le.'a ,eneral no l...e,e •e. —le rer 1= ALPINt. N .•IDIne11r....: lot. v . t.lnit... o: WILA .ar.lnar.tr/ ...: ILt: . N 1....fe..rp o. 08 1 = O i : y ww p 0 p'o 1 ••e ;\F Gjs/O'1 A 1 ' 1Y AL 1 illiam H. Krick Lic. Number 70 TC DL BC DL B C L L TOT.LD. 7.0 PSF 10.0 PSF 0.0 P S F 37.0 PSF DATE 05/22/17 DRW HCUSR400 1714224E1 H C - E N G J B / WH K SEON. 40857 OUR. F A C . 1 .25 FROM R F 61S P A C I N G 24. 0 " J R E F - 1 W 1 1 4 08 Z 0 6 05/22/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR tJDUI/J-/3InuLt ZlIVKT punt -bVLULN KULL HUUbINII -- 126U5 HULLT UK. JANPURU, FL - CJ3A) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP b2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP q3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/1BO total load. Creep increase factor for dead load is 1.50. 5 r- 2X4 L< 1-4-12% L.2-11-4 Over 3'Suppor x if R-208 U-89 W-6.875" 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(-I-/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R-63 U=10 10.9.14 RL-58/-24 3-1.6 R=59 U-0 8.0.0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT RT=O%(OX) 10(0) 15 r IlKtpgRNpr9' yfA 0 OTY:4 FL/-/5/ R Scale 5"%Ft. WARNIHGI•• DEAD AND rOLLOW ALL NOTES Oa THIS DRAWINGI IMPORT ANT..rUNN1SN THIS DRAWING TO ALL ten RACIORS INCLUDIDO THE INSTALLERS 1 rrtla rleulle alneq 4r! In Lurl A. n•1elln9• inleeln,, IMull u9.ne D..cl., Naer to .n Tell lee Iaesl ee ulon er G[a teuuan, Eo.oenea saay Inror.•tlen. Dy IPI .ne WI u> Ter rr.c nr , orl le oerlor Nlnq there ru nctlent InsulLen seal pre•lee leNoenry Dnclnq Der e[SI unleu neteq oU rr lpse s 0. ti 08 1 ' R T C L L TC DL 2 O . O 7.0 P S F PSF R E F R 4 08 - - 57640 DATE 05/22/17 d p O AN rrWC0hAAANY 210OLACOMWEIr.SMISO lee chore . 11 Ilse or"serly •ruched aruuura ihbinlnq Ana ReLI. chore In.n n.re • preoerly a tL rl,le [lllln,. Leta lent a n Ter eVYMnI bier •1 rl stela e1 OR: . anal n ! DN[In, IMulleeX. rTC1 D). Ni er NI O. M .oellnDle Aooly of Het to e.cn race el iron An0 eeslllen a thorn •DOre 1ne e LA. JAMLA. icier Det.nt. rnlett net.e etnerrlte Naer to enrin,I I.DA•E Ter .une.re.lae eeatlen. AIH ne. • Olrlaen el IIY lulleln, CONeene ell G.eue Inc. iM 11 eel De re geRtlRlf Tor •ny e rullen /r Dean,, .ny enure to Dune Lne cuss In tonron•nce rLLn ANSI/DI 1. or Tor n•neUnq, saepinG• Iau111llon A er.clnq el Ir...... A .ea en tRle er.rin, er ce•er 1.e. Tl.{IR1 tNl. er.rlR1. 1Aelgtle .ttgl..te et Hefe.t leM1 M11 Mer I e.en.ln Litt ..lay Ier lee ee.11n .RODR. IRe asltIDlllll .Re Ole sl lnl• er.rinG /01 .ny .Irutt.r. 1•/p'IAS. a enal Dl l lb sr lM lulls n, ReapK err ANSI/r 1 1 Set.R, e S T O .• t • A t ' a rY q BC DL BC LL TOT.LD. 10. 0 0.0 37.0 PSF PSF PSF DRW HCUSR408 17142249 HC-ENG JB/WHK SEON- 40868 D U R F A C . 1 .25 FROM R F OdsWO.FL 22937 FL mA FD2Te Fer .ere InI81-1en tee Init JAR'. gener•1 .ela 1.1e •ne these — t1Let: ALPINE' . •IIII—L—De: IPI: rrr LP—L,er, WICA' rr tRclne Lry.C6O: ICI - lcc..le er, I illiam H Krick Lic. Number 70 61S P AC I N G 2 4 .0 " J R E F - 1 W 1 1 4 0 8 Z 0 6 05/22/2017 THIS DMG PREPARED FROM CONWER INPUT (LOADS A DIMFNSIONSI SUMMED RY TRUSS MFR 1bUU3-15INGLL NIUKY HUML -GOLDEN RULE HOUSING -• 1805 HOLLY DR. SANFORD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(I/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 3.54 ,- 2X4(A1) FL - HJ4) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 4.27 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 4.27 TC- -16.45 lb Conc. Load at 1.41 BC- 16.46 lb Conc. Load at 1.41 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. R-33 U-10 R-70 U=7 9-3-10 1-7-2 8-0.0 L- 1-10-10 --j 4-3-4 Over 3 Supports R=164 U-97 W=10.033" III III"'InAb r Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT RT-O%(O%) 10(0) 15 r 'e0'Qj''4OTYA FL/ 5/ R Scale -.5" Ft. NARNINGI•• READ AND rOILON All NOTES DN THIS DRANINGI IN ORIARI•• FURIIISH THIS MINING 10 ALL CONTRACTORS INCLUDING iN[ INSTALLERS. T C L L 20 P S F REF R 4 08 - - 576410 l ruaaef rfeY lre care» Ore In 1. 11 1 ..,. nanel,nq. tnl.eln9, I.SI•Illnq And Dr.[In9 N.ler 1. •n 1.11 lne IelQ+l tOltlen .1 S[SI ISr11.1n9 Ie.e.nenl Sertl, InIft-ALIen. by 101 end VICA) In, sefelr Dr.[t•t S Drl i 0. 708 ' s T C D L 7 . 0 P S F DATE 0 5 / 2 2 / 1 71. D<r1.r.1n0 Ines. frn[llenS. Insl•llera Snell D-1- le...r•ry er•[In9 per SCSI. Un lets nelee el rrlat DRW HCDSR408 I7142264 l.D cn.re tMll Mre DIODHI/ •Il•cnee aVu[lur•1 +nMln,n9 ene Dell.. [ner0 Sn•11 n.rQ a Dre.lrly •t n o r 191e ce111n9 le[•llpnf an.rn l.r .er e.nlnl 1•lerel fQS lr.... DI rtDl an•11 n.re Dr et ln9 Inal•IIeO 'DCS t BC DL 10.0 PSF DIG. •A .DD11O+D1. A0.I1 DI•t!a 1• N[n In.. e1 L1.11 •n0 DOtIIIOn ea +.... .DDR me o InQ Jo1nl Get.na. unlna nDleQ otnQr rlae. Neler a Qr•rin9s t9GA•t rer u.ne.re DI•le Det a,ena. Q TS .7 1 O • . p C, L L 0.0 P S F H C - E N G J B W H K1111 1 D A 1..... • elrlalen .1 ITN Sr11.1nq Coeeonenla G[eY. Inc. an.11 nel De rrt D.nilelQ I.r .ny eer Ullen rr Orerin9. •ny lellrre le Dr,le lne truss In [.nler.•n[e ",ln AMsI/I.1 1. .r ter nen011nq, tn1DD1n9• 1 ie P lV•. s p S E 0 N - 40582ANIrWCOMTNAN`t Inal.11.11On A ere[1.9.1 Irultes I s. ee:. a TOT.LD. 37.0 PSF A lN.l en In1A Nl1 rin9 er ADTRr D.S. 11 St In/ 1n19 Or.rin/. Inelc ales .[[.9t•nc. Df Dr.f.A.IOn.I en/l n..rl n/ n tHnAI D..... LII, SDI ei) IOr lM O.AiM SD.rn. 1n. trIL el.n0 rTR of Ulf erect./ r.r In atrr[d1eIn l p •"•" NRi/0'IA OUR FAC24DWe0WvDr,Subr 130 N 0e 1:111Ly e1 Inc S.IIGIn9 De91NMr Der ANSIIIPI I Se[ 2 rY 'S 011611 1 25 FROM Rf 61S P A C I N G 24 . On J R E F - 1 W 1 1 4 0 8_Z 0 6 OIATodo,FL 12217 FL MA 1027E F.r .Ore Inlerollen ate I.., J..', 9...n1 netts D.O. •ne In- .r. saes: ALIM rrr.•IDlne,lr.ce.: IPI ... IDlnat..r9: NICA: rrr.te[lnertlry.[.e III vrr.I[[..IQ .r9 IIIiam H. Krick Lic. Number 70 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 10- 11uLL1 un. aNnrunu. rL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP g2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP q3 Lumber value set '138' uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt. ASCE 7.10. CLOSED bldg, Located' anywhere in roof,, RISK CAT II, EXP C, wind TC DL-4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5'), toe nailed at Bot chord. nu/) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.27 to 55 plf at -0.29 TC- From 2 plf at -0.29 to 2 plf at 6.63 BC- From 0 plf at -2.27 to 4 plf at -0.29 BC- From 2 plf at -0.29 to 2 plf at 6.63 PLT- -23.11 lb Conc. Load at ( 1.03,10.24) PLT- 125.71 lb Conc. Load at ( 3.86.11.07) PLB- 33.88 lb Conc. Load at ( 1.03, 8.04) PLB- 117.51 lb Conc. Load at ( 3.86, 8.04) Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R-72 U-21 R-138 U=0 2X4 - 6-11-1 Over 3 Supports R-230 U-107 W-B.973" Design Crit: FBC2014Res/TPI-2007(STD) Py* ''' PLT TYP. Wave FT RT=O%(O%) 10(0) 15 '••7Y OTY:2 FL/-/5/-/ R/- Scale =.5" Ft. NARNINGI•• R[AD AND FOLIW All 110111 ON IRIS DRANINGI INPDIIIAMI•• FUND ISN 1NIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408- - 57642 IrA stet require t•lrf.. [•re In 11erItAll n9. h•n011A9. .nlDDln9 init•111n9 •n. Ur1[1nq. ha tr to • lollthe1•lnl eaL1.n 11 DCSI 1eu1101np [..D.nenl Saely Inlsrull.h Dy 111 •ne YI[A) ror .Alety Dn[ll . Dri p •_ r 0• 08 T C D L 7.0 PSF DATE 0 5 / 2 2 / 1 7isDlrlsranqLee'ru nCllon. In.l Alltrl 1a11 D1A.l.e Lt.Dorlly erAtlnq per BEST unless hole. el rrltl S tss her. .Mil M.q Or.strly •Ll•[nt. 1lruClurA1 .heahlne An. eollo. there .h•1l h- • Drop rly •I LIlC0 r1g1q to lllnq. l.G•ll.nt thorn rer Def.Anent laer •1 re.lrllnl or - ..." .....Asir. InllAllte r7GC i p pBC DL 10. 0 PSF DRW HCUSR408 17142265 a r• O t•e L._ ens qD N7 er Glo. •s bLed -le. e. * ter et Lo eAtn 11te e/ ter •na a"t111Le At [hero ADOn •ne ot"t JD1n1 Det. a t. role• nDlea aver rite. **ter LD er.ringl IEDA •i ter tuna.ro DL It eDlltiont S O • Q B C L L 0.0 PSF H C - E N G J B W H K1111111 A lDlre • el•l tlon DI IIY Nrlla nq CNDOnt nil Lr DeD Ins. •hAll nel Dt r.tDDntIDle Isr •r+.Baia len r OlArin9 AAy 1•Ilu rf to eulto the lrut. In cool er.An[! rlln A.SI/1 1 I. or Isr nln.11nq, aspinq, t S E O N- 40877ANrrWCOMPANYlntt•111L1er t erltl.q .1 tr..... A 1e.1 en lhl. el.rleq 1l A L••i 1 ••GSA TOT . L D. 37.0 PSF r t..tr Mqt ll tnq toll Bracing. Ina [aa .ttllt.Ml DT Drelt..l eh.l aglnllf In rl gonSl el llty ..let, Terthe e.tlgn Mern. The .ult.Nilty ..e a. oT tht. OArinq ter Any .I s[luft Il In 24WLAe OnuV DI-SNte LSD r ,ANS1D1111y Dr the SAlielnl Ot.lOrer per ANSI/T 1 I St[. 2. iVA r+' DUR FAC 1 25 FROM RF QLvdk FL 12937 Ter Nert 1116166LIDR - Lh11 Joe•. general notes Pqe An6 the...es tlLe. ALPIRE 1 I. SPACING 2 4 0 " J R E F - 1 W 1 1 4 0 8 Z 0 6FLMA10278rrr.Hslnalr.[O.: r.r L11- orq NIEA. r...... In ... ter t... IEC: wr.l..•I. Are Illiam H. Krick Lic. Number 70 61 . 05/222017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMEUSIONSI SUBMITTED BY TRUSS MFR LJDUU.J-/SIHbLL SIUNY HUPIL -bULULN BULL HOUSING -- 1805 HOLLY DR. SANFORD. FL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP Q2 Dense Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-1 T 2X4(A1) - HJ9) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC DL-5.0 psf. GCpi(I/-)-0.18 Wind loads and reactions based on HWFRS. Hipjack supports 6.11-8 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. lF 1-10-10 --3,1 9-10-1 Over 3 Supports R-394 U=129 W-10.033' PLT TYP. Wave a LpD N C AN ITW coAAFANY 2.1DO Lde ORznV Dr.. Soae 150 Ol1vdk FL 12117 FL COA 10 279 Design Crit: FBC2014Res/TPI-2007(STD) FT RT=O%(O%)/10(0) 15 NARNiNGI•• R[AD AND rDIAOx All NOTES ON THIS DRANINGI Itl OR1ANT.. rUR111fN IRIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSIALLERS. l ru ues rt.ulr. t•Vfoe bre In f•Drlc •ling, Mnell... st.Dolnq. Insl•IUM •ne Dr•clnq. Rt rer is • 1 n! blefl eolllA. el ...DWlleln0 LMDon.nl S•1lll nl orbllOD. or Irl •ne WICK Ter Nit lr D+K 11r oerl.r.l nq A. rrnc...ns Inu•n ers an•u .r.•lee ln.or•rr er •c nq rer D[SI Unless sous of p mere still nn• .r.Hrlr •l.c nee slrutlu r•1 sne•tnlnq •n0 oeltot [n.r. an•11 n.n . HeDK Ir •I ry qle ctl ling LI obll.na s Drn er o.rbnMl I•lenl rosin lnl of rt.s atoll M•e Dr.clnq Insl•IItO 7 et lien• D1. D/ or DID. • ••Dllc h.r ADDIY Dntel to ncn n[t D/ buss •n0 ..•pion • lh.% •per, ne Jolnl Del.1ls. unlns'nolo0 olnlr rise. Rller l0 er•ringf ILDA 1 Ipr al•ne•ra pl•lo po.11lont. " loins. • el+Itlpn of IIY Dullalnp Cot•DOMIt Group Inc sMll nol p, rl sDonsl ol. rer •nr Derl•llon h nN nq, •nl ra ore le Dulls LAC buss In coot or nce rlLn AHs lrlrl I or rot n•D011o0. anlepinq nsnlnllon L Dr•Clnq of lruit!• uAl on ton DnWIM er cer.r pp IbNAD lnU enrnD. InelnnL .tt.nnd or rrsr.ule.N engtnnn gonsl of ll lr aNT Hr rer Inr a.alDn sn.rn. n. sW.........De use or ton Onrl nG rot .nr slrutive IL e gon.nn/tr or to. 9.1101.0 De.IDner Der ANSI/I 1 I S...C. rer tore Inror..LlDn fee lnit Job's gonenl nDl.s loge •ne Ill — ALPINE .• Ipinellr Ca: Irl' ... 191-L.Dr9. WICA- r %Deln.tatry tD.. ICE r.lccs•re erg R- 217 U-121 R- 347 U=38 H. 10. 11-5 3. 2 13 8- 0-0 a7Y ' kOTY:2 FL 5 R/- t TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF T O ; @ BC LL 0.0 PSF 1••,•, G\a4:' TOT.LD. 37.0 PSF DNAL a DUR.FAC. 1.25 AI H. Krick Lic. Number 70 61 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 57643 DATE 05/22/17 DR W HCUSR408 17142266 HC- ENG JB/WHK SEON- 40931 FROM RF JREF- 1W11408_ZO6 05/ 22/2017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR 11DUUJ-/3INULt 31UMT Hunt -bULULK MULL HUUSIHb -- 1t4U5 HOLLY DR. SANFORD. FL SJ1) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt. ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL-4.2 psf, wind BC Top chord 2x4 SP b2 Dense DL-5.0 psf. GCpi(-I/-)-0.18 Bot chord 2x4 SP p2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set '13B" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. 5 2.5 2X4(A1) oo Provide ( 2 ) 16d common nails(0.162"x3.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. i R--28 Rw=28 U-34 8-5-9 0.8-2 R-7 Rw=19 U-16 §:0:65 1-4-0-j 1-0-DLaver 1jupports R-190 U-88 W-7.625' RL-32/-20 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/10 0 15 00"111111whrA,,r 1,J1 HP. R '••A71t'''<.OTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. d IILII 1, AN ITWCOAANANY 2400 Lake Onnse or, suit ISO NARN IHGI"" READ AND roLLOW ALL NOTES ON THIS DRAWINGI IMPORT Ant.. ruanISN INIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSIALICRS. Ira++e+ rawrre e.trese cwe rn hpr tt•tre.I rl•nelrn9. +Hiatt•.. rnAl•Illna and nr•.. Re,n u. rNI lne t•lt Al eetlton sr a[sl raallelna CN nnenl SH elr Inf Orblto0, Or IH •n0 YI UI fOr AH et, .ntl .r + art Lo ,er /.rer nO tlreae lu nclrom In+l•Ilerf L. uteri et Leerier •r, or •trne Her aC51. Ynle++ nele0 sl ra br too chore AnNI n•re artterlr •ll•[neo +lructur•t Anbtnrae . adnett.. [Here sn•11 n•re . er"" y •l n are cenrn,. Louut•+ Ann- Itr ere•ne•t taunt .<ur•rat el a,,, + 11 n•rt 6r 1", Inu•tlte :1 [. q. N or a10. •A •nnllu Nt. A Nr Nate+ is e•[n race er trrAA •no roAtllen •+ Anwn •mr •no s in. dornL Deta l+. unit[+ eatee etnerrr+e. serer to nr..rn.+ ,LDA•: rot a.ne.re Nae ne+rtroe+ AIN ne • elrt+Io. or I/Y .......9 Cnetonenl+ Groaa Inc An•II net De ruaenN olt rer ur Gen•Non r or wln0. •q f,11 r to build true trail rn tonr ere•ncn alln ANSI/Irl 1. or ror bn011nG. Anlaalna• to+t.Il.tree I brandq el bra l+e+ A Ual nil thb Oralrl na or Urer Np 111t1 nG tnb Onal M. I.GItetAN ....t. t. or ror a..I a..I enN a.. r1A r H Ohllalll1, IAI tl, Tor lht OeslGn Subaru. Ina IWIL•slllt, ANN use of this Orears0 for ter structure Ia Ih uaetAltllltr or tilt selleltO Oeslarrar Par ANSI/T 1 I Sec t je l r Q. 08 ' z iJ ' i A . 1 ,rG n••• ' SSroi A1 a T C L L TC DL B C D L B C L L TOT. LD. 2 0. 0 P S F 7.0 PSF 1 0 . D P S F 0. 0 P S F 37.0 PSF R E F R 4 08 -- 57644 DATE 05/22/17 DRW HCUSR408 17142250 H C- L N G J B/ W H K SEON- 40902 D U R F A C 1.25 FROM R F OMmI12937 FL COA COAID 2I9 far sere tnrnre•tttn Aee tnrA inn•s oener•I eeteA n•Ge •ne brie+a ate .tie+. ALPINE. Irt [. r .•IN ne ua.coe• ..aa tw a—nAterg. PICA: afntl nea+llr [ ILL. ... I[L.•le e1e Illiam H. Krick Lic. Number 70 61S P AC I N G 24. O n J R E F - 1 W 1 1 4 0 8 Z 0 6 05/22/ 2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIDUSI SUBMITTED BY TRUSS MFR L10UU3•/bIMbLL bIUKY nuns -bULULN MULL HUUSING -- 13US HOLLY DR. SANFORD. Ft Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIT #2 Dense Bot chord 2x4 SIT N2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. R-59 U-30 R-49 U=1 2X4(A1) Le 1-4-0:'1j R-216 U-65 W-7.625' RL-62/-27 SJ3) 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXIT C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(I/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162'x3.5'), toe nailed at Bot chord. 9.3-9 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT RT=O%(O%) 10(0) 15 Nl H. Py. '••Q7Y OTY:2 FL/-/5 -/-/R/- Scale=.5"/Ft. D . III''YY11rJJff JJ1 1111 AN ITWCOhAPADIY 210DLAr Or3WDr.,S=ISO NARNINGI•• READ AND rRLON All NOTES ON THIS DRANINGI IMPORT AN,_rURNISN THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. J istrussesreeulree.lrne ure In /1DHbl,n9. Mnd11S9, m,DD,n,, ,n$ulling •n. Dr•[In9bffr LA P . all • Ine LleatednlanorDcslnrmmgca.oment s.ulr Inmr..uon Dr m end SEAT for ..rely Drat,r . orr O. Qa i to D. rfor oln9 Lb. fu SLllon$. Intl•Ilert $hall 9rorlae leeDorlrr bracing per DESI U.1.++ note. et rr l.f S lob tnord tnN, Sara eroeerb •Mashed .troclurral theeth,.9 an. bathe chord ah•ll ure • orODfrlr at fy. r191d telling I C.11ent an... rer DeraA...' laler•1 re tlral nt .f reel %hall here Dr•c uD lntulled rWG [. tecl,.M D]. D/ Of D10. •f •DDIIUD,! ADDy sate. LO Um face of tress •n0 Do$lllon •t morn •bor •n. . i the J.lnl DnEa ll. .nlett Sete. .lherrlae Refer 1. .raring. 16OA.1 1.1 amd.r. Plate 1.11 t,.n t. ' Y A IDISe • 0lrltlon of IIY Dullaln9 [O.Donlnl$ Lreup Inc. +ell not oe re.oanalDlO for •nY O.r ull on h 1 dr•r, n9 •nr f•Ilrre to Dulld Lne hula In c.nl oro•S[e rlln ANSI/IPI 1. or for n•ndlln9. anlDDln9. •D ' Inll.11. 11.n D Bracing ., tr.aaet ,p "n. I, , • A aD a1 .n seta Of DrInD DI [grD1 9DD9 11a7InD lnfa 01Drl e,, 1nOlul9/ DL[D9teaCN Of 91.f9aaldn.l uDl MDr 7h " •e„•• . re.9onlibllltr aolttr for leD ODall' mare. 1110 lPl I Htr and oaD of Ull drWlnD IN Mr .Vetter. to In pNA1 re$9.ulDi ntr sr tnD DW nd,nD auDser rer ANs1I1rI 1 seat. T C L L TC DL pp BC DLB C L L TOT. LD. 20.0 P S F 7.0 PSF 10. 0 PSF 0.0 P S F 37.0 PSF R E F R 4 0 8-- 57645 DATE 0 5 / 2 2 / 1 7 DRW HCUSR408 17142251 H C - E N G J B / WH K SEON- 40905 OUR. FAC. 1.25 FROM RF orfa &.FL 12937 FLCOA10279 For Sore InforgaNln .ea thla 2oa•$ general not.a 9.9. an. L.... ..b •It.+: rrr ALPINE' rrr.•IDlntllr cob. IP1[ .LPl-L-9. WICA' rw.u[Indutlry.tpe: let, wr.l[[use are illiam H. Krick Lie. Number 70 61 SPACING 24 . On J R E F - 1 W 1 1 4 0 8 Z 0 6 05/22/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT It DADS A DINFNSIONS, SURNITTrn RY TRUCc HFR IDUUA-/bINGLL SIURY HUMS -GOLDEN RULE HOUSING -- 1805 HOLLY DR. SANFORD. FL SJ5) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP q2 Dense DL-5.0 GC ipsf. fPP ( /')=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on HWFRS with additional C&C member Lumber value set "13B' uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. Provide ( 2 ) 16d common nails(0.162•x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=115 U-58 10.1.9 1-6.2 R=86 U=3 8-10.15 8-0.0 2X4 (Al) LIE 1-4-0->J 5-0-0 Over 3 Supports R-283 U-76 W-7.625" RL-93/-33 IanwmaDNrn Design Crit: FBC2014Res/TPI-2007(STD) H: k 4PLTTYP. Wave FT RT=O%(OX 10(0) 15 Q/ 4 TY:2 FL 5/-/-/R/- Scale=.5"/Ft. WARNINGI•• READ AND FOLLON All NOTESON THISDRAYINGI IMPORT Ant..ruts ISM THIS DRANINS TO ALL CONTRACTORS INCLUDINS IN[ INSTALLERS. T C L L 20.0 P S F REF R 4 08 - - ' 57646 1 r.f tl. rlOrlre t.lffN L•re In 1•nrl[•lln -• Iln ..1 , ,. ppin 1n.l.tlln, .nn .r•t1n Deer In .n lore Inf 1•l![[ e0111nn of D[sl (,.I INI n, [nnMenl S•,rtr Inr Dr 1.1 •n0 NI[•I for .N elr .r•[llt or:. ti C. pg ; T C D L 7.0 PSF DATE 0 5 / 2 2 / 1 1isNllen. Io arinr.lnv lnt.e r. nttlen.. InLLNler. eMll or erlOe 4Ner•ry ontln, oer D[S1. Ynleff nnle0 etn •1-te IOP tnor0 .n•11 Mrt ProPefly •ll•C..it +trutl.f•I +.etlolno •.. DoIt.. ..or. ...It Mre I* DRW HCUSR408 17142252 pro.erlr •Ll r 1.10 [t111n, LOc•llnn. .noun rnr .nruntnl 1•lef•1 rt.lr •1 nt or .eo. sn•11 n•r. or•cln, 1n.t•Ilee . Des pBC DL 1D. D PSF or nr .1D. as •1.1luole •pplr .1•I e. le n•`nlate16O o, and .ne111nn as .ne.n •Den e netJan,— Details. tot Jelnl D.U1li, S 1 H C - E N G J B / W H KQ1tr,st.,1colt.. nnit0 Olner.l+e 9tfer to en.ln,. IeOAI Inr il•n0•r0 p1He .otlllen.• Alpint n1r1+1 i7 B C L L 0.0 PSFnnel11. 0.1101no CN.n1rNt+ 6rn.p In[ n•11 net .e re i.nn+IDl! Inr lnr Oerl•llen Ir. l Or•.1n, •on aYlr.rf to the Irr11 1n .1.n ANSI/,PI 1, nr Iof Mnelrof .I J IGt1 S E O N - 40912ANRWCOMDANYInsl•II•llnn l Dr•[In, e, lruf ie. frosts, this 1 ee v(•/ o• TOT. L D 37.0 PSFdrrcfelNtollOrNlnoOf [H.I .lp Intl., Nll Oferrno. I.OItI Ue e[[Htl.c..i Iof...l Net N,1 M.I1.o9 S. DUR FAC. 1 25 FROM RF rH oe tI Rlllll t•le ll for !N OMIDo than. Th. uOt..Il Ity oil see of Lot. Or•rrno for Nr etr.ttor. 1. to as `G 2[DOL,ErOngeDT..sun ISO r...nNIDUIL, or to. 8.1IN1.o De.1Nn Nr ANSI/TPI I S.c.r. 1 olFILCOA T2u7 Fl.COAAD2Ts for Nre 1nL...Ilnn fee INI. ,N•..Ner•t asset Pao* NC tne.t .t. +Ite.. AVIN[. . •1plNll..tn.. T11: w..tan+Lnr,: PICA: ... ..[Ine.LLrr.tnv ICC• . ..1[ture,sr, illinm H. Krick Lic. Number 70 61 SPAC I NG 24 .0 JREF - 1W11408 ZO6 05/22/2017 THIS ONG PREPARED FROM COMPUTER IIIPUT (LOADS A DIMENSIONSI SUBMITTED RY TRUSS MFR J1buus-/,INGLL SIUKY HUML -GULULN NULL HOUSING -- 1805 HOLLY DR. SANFORD. FL - SJ9) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7.10. CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL-4.2 psf, wind BC Top chord 2x4 SP 12 Dense DL-5.0 psf. GCpi(f/-)-0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. T 2X4(A1) Hipjack supports 6-11-8 setback jacks with no webs. Shim all supports to solid bearing. Provide ( 2) 16d common nails(0.162"x3.5"). toe nailed at Top chord. Provide ( 3) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Lr-- 1-10-10 -->j RE 9-10-1 Over 3 Supports R-394 U-129 W-10.033" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT RT=O%(O%)/10(0) 15 NARNINGI•• READ AND FOLLOW All NOTES ON 1NIS DRANINGI INPWIANI•• FORNINH THIS DRANINO 1O ALL CONTRACTORS INCLODINA THE TRSIAIIERS. I r.a tef reOY be 4 bepe L•ff In bprl[•llnq, n•ngllnq. fnlpPlnq, IMbllln9 •np ...•[Inge Nlfer l0 •A fell ln! 1•ltfl ea lion a1 DCSI (Do1101 nq C.e-anent SN TRY Inf or Nlln. DY IPI •n0 YIU1 Tor a•1llY pr•[llt prl le per/.rp1.9 mete I..[tl.... 1ASt•llers an•11 prp•IOe Le.por•r, pr-Inq per DCSI Doletl n.Led .L1, „1-'e lop cn.re fMll M•! propH 1Y •ll•che0 tlruclor•1 na•lnl nq •n0 pals. Cn.re shall Mee • Pr opar lr •ll r Ig10 Lellln9 l.[810 lnwn Ter per N nenl 1•ler•1 reflr•Inl el reps !n•II h••! pr•[Inq Inal•11rq p DCS ncllsnt D). S7 or S10 •s •pPll[nle •plr l- LD to e•tn 1•[e p1 frost •n. Plate t anwn •o0•e 0 . lne JsnL Del•nt. .nun n.lee anerr nee Neror L. Onrugs ItDA-i for umnro pule P.01.1... A...... • .lrlalon or IIY So1101n9 Co.panrols droop I... I..11 n.L .e reaponlole Tor •TRY ee•u llon Ir lr Or•rin9. •TRY bl ure 1. no 110 the trots In t.nr.runce rltn Anil/n1 1. or Tor I-na lnq. snlppinq, AN IrW COMPANY Intt•11•Ll.n S ":Iup el lrrn... A a..l on lhla OrarinD or tp•ar npe 11at1 no lhta Dra.lna. Inn [aln a[[a9I•nta pf rein al nal phSl Marl ea In nt1a111tY fetal. for In Oealan snorn, In 1101. llllY an0 pas Of thl. drAw InS for am abetters IS IN 24O1)We0mn;;e Dr,SDDe 130 retpoealplU tr of Lhe S.IIIIIIIS DOS10.er per ANSIfIPI I Sac 2. OtbdD.FL 22917 for a -re I.IP-1... tee I... lop•l 9enn1•1 noln P.O. •oo Inrse rn sites FL COA 10279 ALPINE' wr •IPI.Htr 10.: IPI• w. LPlnal.Orq. MICA' rw Chu...LrY to.. ICC: w. Icc I,..rq \ 08 1 . 0 AL R-227 U-123 10-11-5 1.10 15 R-337 U-35 9.3.15 8.0-0 Y:1 FL 5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 r70 61SPACING 24.0" Scale-.5"/Ft. REF R408-- 57647 DATE 05/22/17 DRW HCUSR408 17142267 HC-ENG JB/WHK SEON- 40899 FROM RF JREF- 11411408_ZO6 05/22/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR T,ouua-/JIHbLL b1UNt HUML •bULUtN NULL HUUJINb -- 11305 HOLLY OR. SANFORD, FL . Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP p2 Dense Webs 2x4 SP q3 Lumber value set '13B' uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL-5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 - 2X4 III 2X4(A1) 2 X 4 III Special loads Lumber Dur.Fac.-1.25 / Plate Dur.Fac.-1.25) TC- From 55 plf at -1.33 to 55 plf at 3.06 TC- From 55 plf at 3.06 to 55 plf at 4.30 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.30 TC- 94.11 lb Conc. Load at 3.09 BC- 120.87 lb Conc. Load at 3.09 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 1.7.6 T_ 8 0 0 L- 1-4-0-3ej I, 3-0-12 _I.1 2-14_1 4-3-10 Over 2 Supports R-320 U-112 W=7.625' R-294 U-73 W=7.625' PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT RT-O%(OX 10(0) 15 MNIWNINrntnb/0! P... j. way 6 TY:1 FL/-/5 R/- Scale =.5" Ft. NARNINGI•• READ AND FOLLOW All NOTES ON THIS DRANINSI IN DIIFANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e TC L L 20.0 P S F REF R 4 0 8-- 57648 II Q U D AN TYW [oMIRWY 24MLaucoding:TH.SUBe130 0111INID.FL 1271T FLCOAro2TR 1 r.... re0ulr. nbt.t brt In bprlulln9 n•n011n9• Anlppinp, Inalalllnq and Dn[ln9 Na er 1p •m /011 one lauu edulen er ec sl U.ueln9 to.oenenl s.nlr lnrorn•llon. DY Ir1 .nd .1cp/ ror ore lr orau lc prl to per ror.ing l"RANr.n[tlent _ Insu uerl anon prorlde lt.porarY era[InO per di[SI unleaa neteo oln yIle lop Lnora man nave properly . I., Ad .....Iola) rne•lnln9 and .1 coot° .nau .are . prederlr •u diR r 191d [tllln9• or[allonA anorn /Of oefMntnl 1•ler•1 l.alrol nl OI .tDt shall hart Df atl n9 Inil•IIeO p 0 0t.11.'. n diT or di10. •. •ppllt•Dlt App1Y pl•let l0 t•Ln fa[. Of frost and ppalllpn •S snO.n •pore dlitJolnlDel•1Ia Unlf ss n011e elver. Ue Rotor l0 Or•ulaq. I.OA-1 for standard .l•t. peal liens. ° Alpine. • dlrlalen or IIY di.l ldlnq Ce.pOnenli Group In[ .hall npl Da retpen11D1! for •nr dtrlall en Iro l Or a.ln9. am I•Ilert le Oulld the trues In [en/DrO•nL..11n ANSI/Irl I. or for n•n.11n9• and doing. Inal.11.11en L Dr.[In, et lf.a.et. It.tlho this growing. 1.01[ates At[ertaace .f rofes.tOR I .eOln..rleOAN.1 .A foie if Insrf.pnfl 011llf tell) der lM O.f 1On A.Ins ..1tA.l1It, and 0.t Of this d-Ino for A!y ab O[lare IRA In reppengIbIIIL, of Me D°llmng Otlloner per ANS1/T I I Se0.z. For pore InrolHl en att loft )OD's 9Mer•1 noise dye and Ines..eD alley MHMG ... •Ipinell..[M: Irl • 1pina.erg: PICA: . .sO[IMUVr•[e. I[[' .w 1[[i•le e!9 o. 013 1 e ` Z R. AT O ' Qr A e.ae,•, '' Ss7 NAl.w1G 1 illiam H. Krick Lic. Number 70 TC DL BC DL BC L L TOT. LD. 7 0 PSF 10. 0 PSF 0.0 P S F 37.0 PSF DATE 05/22/17 DRW HCUSR408 17142268 H C- E N G J B/ W H K SEON- 40585 OUR. F A C 1.25 FROM R F 61 SPAC I NG 24.OR JREF- 1W11408 ZO6 05/22/2017 SUPPORT REPORT JOB DESCRIPTION' 16003 WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED TRUSS TRU55 SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX N1N0 TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC•ft. YLOC•ft. MAX.+# MAX.•# UPLFT.-# PROFILE Al 36.667 7.625 WALL 0.000 8.000 1456 -421 Al 36 667 7.625 WALL 36.031 8.000 1460 -419 A10 36.667 7.625 WALL 0.000 8.000 1450 -423 AID 36.667 7.625 WALL 36 031 8.000 1465 -428 All 32.938 1.625 WALL 0.000 8.000 965 -288 All 32 938 3.500 WALL 17.177 8.000 744 -207 All 32.938 6.875 WALL 32.365 8.000 922 •278 Al2 36.667 7.625 WALL 0.000 8.000 1455 -427 Al2 36.667 7.525 WALL 36.031 8.000 1458 •428 A13 32 938 7.625 WALL 0 000 8.000 663 •188 A13 32.938 3.500 WALL 18.073 8.000 1484 -439 A13 32.938 6.875 WALL 32.365 8.000 554 -145 A14G 36.667 7.625 WALL 0.000 8.000 2871 -821 A14G 36.667 7.625 WALL 36 031 8.000 2871 •821 A15G 32.938 7.625 WALL 0.000 8.000 1363 -416 A15G 32.938 3.500 WALL 18 073 8.000 2863 -852 A15G 32.938 6.875 WALL 32.365 8.000 392 -127 A2 36.667 7.625 WALL 0.000 8.000 720 -277 A2 36.667 3.500 WALL 17.177 8.000 1403 •273 A2 36.667 7.625 WALL 36.031 8.000 802 •291 A3 36.667 7.625 WALL 0 000 8.000 555 •137 A3 36.667 3 500 WALL 17.177 8.000 1974 -538 A3 36.667 7.625" WALL 36.031 8.000 559 •168 A4 36.667 7.625 WALL 0.000 8.000 1453 •418 A4 36.667 7.625 WALL 36.031 8.000 1467 -422 A5 36.667 7.625 WALL 0 000 S.ODO 598 •157 A5 36.667 3 500 WALL 17 177 8 000 1842 -502 36.667 12.783 WALL 35.601 8.000 608 -186 0,..Afi., YA .667 7.625 WALL 0.000 8.000 1459 -421 n• •.• A6 •ti.VJ 667 7.625 WALL 36.031 B.000 1461 -422 GO.3 7 7.625 WALL 0.000 8.000 551 -135 Z : 4 m B6.617 3.500 WALL 17.177 8.000 2038 •563 Mpll i M17 7.625 WALL 36 031 8.000 516 158 r 61 7.625 HALL 0.000 8.000 1453 -420 Z Cjy• U AS., .•'\ lz 667 7 625 WALL 36 031 8 000 1467 -425 39. o'......................................... .................................. n i n 4 nL,,:•`'`~ 32.938 7.625 WALL 0 000 8.000 932 -273 c c 32.938 3.500 WALL 17.177 8.000 817 •237 A 32.938 6.875 WALL 32.365 8.000 803 -229 B1 15.271 3.500 WALL 0.406 B.ODO 592 •164 81 15.271 6.875 WALL 14.698 8.000 636 •187 B2 15.208 3.500 WALL 0.344 8.000 673 •197 B2 15.208 6.875 WALL 14.635 8.000 630 -187 83G 15.208 6.875 WALL 0 000 8.000 1209 -243 83G 15.208 6 875 WALL 14.635 8.000 1210 -242ego CJ1 1 000 1. WALL 0.000 8.000 ]9-87 CJ1 1.000 1.500500 8 NAILED1.000 8.000 8 -1313 CA 1.000 1.500 NAILED 1.000 8.462 •31 37 CJ1A 0.938 6.875 WALL 0 000 8.000 167 -96 1 CJ1A0.938 1.5DO NAILED 0.938 8.000 17 0 CJ1A 0.938 1.500 NAILED 0.938 9.990 -31 -51 N CJ3 3.000 HALL 0.000 8.000 2 CJ3 3.000 1. 1.500500 NAILED 3 000 8.000 4949 11 CJ3 3.000 1.500 NAILED 3.000 9.295 59 30 CJ3A 2.938 HALL 0.000 8.000 2 89 CJ3A 2.938 1 .500500 NAILED 2.938 8 000 5959 0 CJ3A Z.938 1.500 NAILED 2.938 10.823 63 10 EJ31 3.063 HALL 0.062 8.000 251 64 EJ31 3.063 1.5001.500 NAILED 3 062 8.000 51 11 EJ31 3 063 1.500 NAILED 3.06Z 9.321 61 31 EJ5A 4 937 HALL 8.000 298 110EJ5A4.931 1.5001.500 NAILED 4.DDO9374.937 8.000 98 0 fEJ5A4.937 1.500 NAILED 4.937 11.656 125 31 Ir EJ7 7.000 HALL 0.000 8.000 89 ER 7.000 1.5001.500 NAILED 7 000 8.000 126126 55 EJ7 7.000 1.500 NAILED 7.000 10.962 168 84 HJ4 4.269 10.033 WALL 0.000 8.000 164 97 HJ4 4.Z69 1.500 NAILED 4 269 8.000 70 7 HJ4 4.269 1 500 NAILED 4 269 9.303 33 10 HP 6.920 WALL 8 000 100HP6.920 1.5001.500 NAILED 6.9206.920 8.000 13813B 0 HJ7 6.920 1.500 NAILED 6.920 11.638 72 21 HJ9 9.837 10.033 WALL 0.000 8.000 394 129 HJ9 9 837 1.500 NAILED 9.837 8.000 347 38 HJ9 9.837 1.500 NAILED 9.837 10.943 217 IZ1 M3 4.302 7.625 WALL 0.000 8.000 320 112 M3 4.302 7.625 WALL 3.667 8.000 294 73 SJ1 1.000 HALL 8.076 197 88 SJ1 1.000 1.5001.500 NAILED 1. 000 1.000 8.076 1 1616 5J1 1 000 1.500 NAILED 1.000 8.462 28 •34 SJ3 3.000 7.625 WALL 8.000 2 SJ3 3.000 1 500 NAILED 33.000 8.493 4949 1. 000 SJ3 3.000 1.500 NAILED 3 000 9.295 59 30 5.000 WALL 8. 909 288 76 FSJS 5 000 1.5001.500 NAILED 5. 000 5.000 8.909 88 3 000 y...............................•••........... 1.500 NAILED 5.000 10 129 115 58 j: 0 WALL OOD 89 0SJyy7 90 1 5001500 NAILED 7. 000 7.000 9.3269.326 126126 66 J",P.' 1.500 NAILED 7 000 10.962 168 •85 137 10.033 WALL 0.000 8 000 394 1Z9 1 37 1.500 NAILED 9.837 9.326 337 35 7.i.837S'\ 1.500 NAILED 9.837 10.943 227 123 b......et°...... ----..... CLR Reinforcing Member Substitution T-Reinforcerlent This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-ReinF. is specified on o truss design but on alternative web L-Reinforcerlent: or reinforcement method is desired. L-ReinF. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- ReinF. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(N() T-reinForcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. W) Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow Face. Attach with 10d (0.128'x3.0',nin) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scab per Face Attach with 10d (0.128'x3.0',miN nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab v V ljl I D( ( 11 U///`- 7LIII III 111111UU1_ )J) IUI\VVl ll lll- AN 11WCOMPANY 13723 Rwelpod Ddve Sole 200 Maryllnd Heights, MO 53D43 rsWARNlmG1.. READ AND r01Lw ALL Na1CS a THIS DRAWING IMPO1tAN1a• IMNIISH 1NIS DRAWING 10 ALL CDI1RACIE RS INCLUDING 11[ INSIKLCRS. trussrs ret' re e•trrhe core r, foorlco". Mnolft. shppng. Insibilog and brat' Refer tofWlo• the latest edition of LCSI ILu]Wp totporrnt Safety Infernoton, by 1P1 .nd sicA> roe -peelerecterspriortoprrrorningthesefunctions. Installers crow provide trnporory broc'rp per ICSI. Unless noted other.isf, top chord shall Mee properly attached struct el Sheathing end bottom c shell Mve a properly attached IRid cNUp Locotons sM•n for pernaheni lateral restraint or •r sections Ri. R7 or LID. as wows no Apply plates to reel. faccrowMvebrocirpInstalledperaboveortrussonecingInsallsheenaboveoMonthe7orDID. as vdess le. A ply plasr. Refer to dra.vps 16DA-2 for standard pate posM1ons Alpine. o dCl ivisionofIIWiche Conponents Grplo Inc. shell not be rrsponsole for any deviation fro tMs drrsbtp, any felon to bold the truss In confornsncs •Nn ANSIr1P1 1. or for Mnclog, snppbp. SI. Hatbn L blo—C of trussrs. A seal on lha dra.iq or cover pope llstbg Inds dra.ig, ivacat...... ptancr of prpfessional eng- bV responsmlNy solely for the design 1he sultoblity and use of ttrs dreaft for any slrwtwe is the responSWIty of the hA&V Designer per MSV1P1 I Sect. far re nrprws+ifn err ties job's general rotes page end these .eb Sites, KPI. o NC, ..• olpneH•con; 1P1- ••.tpnstzrg; SLCA .•.sbciWw Iryorg; IM ...kcsarrorp7ARA a- V— _C - I 1 4, O. 08 1 = a SAT 0 4. E 9p ra( r C y Clt/•o••• ••• O' YA1. 17 TC LL PSF TIC DL PSF C DL PSF BC LL PSF TOT. LD. PSF REF CLR Subst. DATE 10/01/14 DRWG BRCL BSUB1014 DUR. FAC. SPACING 05/ 22/2017 r C, Of L w N 1 0 LiJ CL CP C Q Z V o w n D w C: 0 F- N z Q CI_ 0 U I v Uj Q (n I J Q T C V CT ZI I Q w w I L 70 L z ! wl PI-L811103011 abOJNdS Nia ln0 L# r r c C C Al 1 A AdoJ Q-doJa I U U V U 17'8" M 36'8" SHINGLE LOADING 139 m.p h WIND 12 EXPOSURE C 5 b _ -- 4-1/16" HEEL - - BRG 122.5 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL =EARS 3Y OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON -US26 OR-GUS26-2 AND ALL FLOOR HANGERS ARE TH11422 UNLESS NOTED OTHERWISE BEARING HEIGHTS I HANGER TAKEOFF I - 8'-0 HEIGHT NOTE Y OF THE BUILDING DESIGNER OR AN APPROPRIATE CONNECTION FOR TRUSSES URE PER REACTIONS SHOWN ON TRUSS ONSIOERA TIONS FOR MECHANICAL EOUIPuENT I THEIR CONNECTIONS) IN TRUSS SPACE Ill BUILDER ON APPROVED TRUSS LAYOUT A TRUSS MANUFACTURER WHOSE IRE LIMITED TO THOSE DESCRIBED IN DESIGN. ORAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING. ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS OESIGNER• PLATE MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REOUIRED TO PREVENT TOPPLING AND OOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE GUIDETO DODO PRACME FOR HANDLING. INSIALUNG. RESTRAINING & BRACING OF METAL PLATE CONNECTED N000 "?USSES -ECCMM?VOA lolls' 3CSI 2006) =0R 1,7 _ a NPORMATION TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB ERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS. HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES X\ Ll m USSES ACCU-SPAN TRUSS CO. 407-321-1440 / 386-872-5098 /352-557-4901 LONGWOOD / OR.MOND BEACH / MABCOrM CUSTOMER GOLDEN RULE HOUSING AS NAME SINGLE FAMILY HOME LOT/BLR/SUBDIV 1805 HOLLY DR. SCALE GATE ORAWN BY JOB NUMBER 5 22-17 MIKE T. 16003 U) ° LJJ cJl U Q LEJ L_ z Q c L L O C: U Q Q +• C f— p V z QWI LLJ I >` z, 1 L zl LLJ Q ( Q I > Or I o Q J ! cp 1 LIJ d N C V) LLJ I N I I N F- LLJ O Ln — r I I I L iA i I i i 1 I I I A I A Al C C 4'11" L 36'8" H .n i 'i '-i =1 V V V U ell 36 8 SHINGLE LOADING 139 m p.h. WIND 12 EXPOSURE C 5 4-1/16" HEEL - - BRG. 42 5 r r 16" OVERHANG PLUMB CUT i + TYPICAL TRUSS END i ALL HAMS BY OT_=RS UNL=SS NOTED ON LAYOUT. i ALL ROOF TRUSS HPNG=RS ARE Sl AON HUS26 OR-GUS26-2 AND ALL FLOOR=ANG;RS ARE 7.-.A422 I I UNLESS NOTED- OTHERWISE BEARING HEIGHTS I HANGER TAKEOFI I - 8'-0- HEIGHT I I I I 0 I M I 1 I I NOTE IT IS ONE RESPONSIBILITY OF THE BUILDING DESIGNER OR I ARCHITECT To PROVIOE AN APPROPRIATE CONNECTION FOR TRUSSES To SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS i ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT ANC/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE 1 MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION I I THIS COMPANY IS A TRUSS MANUFACTURER WHOSE IO RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WFCA 1-1995 'DESIGN RESPON98IU TIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES ANC/OR UABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. i WARNING CONVENTIONAL FRAMING. ERECTION ANO/OR PERMANENT BRACING IS NOT THE RE "JOY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE r REGARDING ERECTION BRACING WVIICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND j PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE 'GLIDE TO G000 PRACTICE FOR HANDLING, INSTALUNG. RESTRAINING k BRACING OF METAL PLATE CONNECTED V003 MUSSES RECOMMENDA WNS- I (3C9 2006) -o= -„R =Ea NFC-VA'.CN TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB I POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TRUSSES SHALL BE HANDLED MTN REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. t ATTENTION I APPROVAL OF THIS TRUSS LAYOUT IS i NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES. OVERHANGS. HEELS in AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL ,RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT i ROOF FLOOR TRUSSES / TRUSSES L .L ftt-A.U-JYA1V 1 KUJJ IL U.- 407-321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD/OILMOND BEACH/MASCOTCE CUSTOMER GOLDEN RULE HOUSING JOB NAME SINGLE FAMILY HOME LOT/BLx/SUBaV 1805 HOLLY DR. SCALE DATE DRAWN By M NUMBER 5-22-17 MIKE T 16003 PROJECT NAME: 11305 PROJECT LOCATION: SAID FIELD CONTACT: CLIENT: e-70L I)(= N IN 41011_k AVE. DATE 11 &.3/1 X FnZ_0 , t L PROJECT No.: ARRIVAL TIME: /b : .30 A rz, RQLC- DEPARTURE TIME: 11: 30 RA, MATERIAL TESTED: 25 COMPACTION REQUIREMENTS: 5 % Af MODIFIED STANDARD Location of Test Lab. Comp. Nuclear Drive Sleeve We Density Moisture Content Dry Density Com- paction Relative Test ElevationOMCPCFDensity Count Moisture Count Total Wet Wt. Wet Weight C I I OF wF 11.0 lop,O 105.3 b- 3 to . f3 95. 0-1 ' rc-r z of A),ne-Itt, IIo•1 6, `I` 103.095.E 0 - C CE tiJT Q Or g• 13 103. S•S O• F0_r IZ re kn1< 12- 0 r 5w74I 110-1 17.0 25. 3 C DENSITY STANDARD COUNT: COMMENTS: p : 1307ToM or- CON LIZ ETEMOISTURESTANDARDCOUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: TECHNICIAN: COPIE . TO,' C a F J RECEIVED BY: FIELD IN -PLACE DENSITY REPORT RECORD AVBECHTOL ENGINEERING uCF AND TESTING, Inc. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS 605 West New York Ave., Ste. A • DeLand, FL 32720.5243 386) 734-8444 • FAX (386) 734-8541 Q PROJECT NAME: l II•r i c• ,-IV E 1 DATE Il PROJECT LOCATION: PROJECT No.: !— h FIELD CONTACT: ARRIVAL TIME: CLIENT: ti-1 gat a DEPARTURE TIME: MATERIAL TESTED: t 1• • . T F r S COMPACTION REQUIREMENTS: j % MODIFIED STANDARD Location of Test Lab. Comp. Nuclear DrSleeveiveWet Density Moisture Content Dry Density Com- paction Relative Test Elevation OMCPCFDensityCount Moisture Count Total Wet Wt. Wet Weight rr ti": - - • ;! it ' 1 b •% a`, c.I J Fl DENSITY STANDARD COUNT: COMMENTS: G) r , • ;. r , U • : MOISTURESTANDARDCOUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: TECHNICIAN: A FIELD IN -PLACE DENSITY REPORT RECORD COPIESTO'(;: r tit Iy t?t,L ABND STOG'E G/NEER/NG CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS RECEIVED BY: 605 West New York Ave., Ste. A • DeLand, FL 32720-5243 386) 734-8444 • FAX (386) 734-8541