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525 Red Rose Ln 18-931; NEW SFH1 _9 __)/ COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000.138 BUILDING PERMIT NUMBER: 18-10000138 DATE: February 20, 2018 of l UNIT ADDRESS: RED ROSE LANE 525 21-19-30-510-0000-3130 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 525 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE. ORD Single Family ROADS -COLLECTORS Housing 70.5.00 1.000 dwl unit 705.00 Singgle Family N/A Housing 00 1.000 dwl unitFIRE12ESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg CO -WIDE 54.00 1.000 dwl unit 54.00 Single Family ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE FEB 19 2018 . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / S- - cl 31 Documented Construction Value: $ 295 "j 31. vo Job Address: 5 a 6 K-eoi Imo a e_. ,l L. SL ,fdl df Historic District: Yes No X Parcel ID: a (-19-30- 5-10-0000- 913 0 Residential 5 Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use El Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE —7 LOT NUMBER: 3/3 Plan Review Contact Person: Daphne Clark Title: Phone: _407-257-6940 Fax: F • i - Ml ' - i M VT a >t • > Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax:_ 407-257-6940 NO State License No.: CBC1257462 Arch itect/Eng1neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code w Revised: June 30, 2015 5 V v 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. 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 constructionvalue will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in M_ accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si ture of Owner/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Notary-S lorida Date Af Poe" D. A. CLARK MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 14, Bonded TNu Budget Notary Benue AOfV. Owner/ Agent is yFO, Personally Known to Me or Produced ID NIA Type of ID gnature of Contractor/Agent Da e JOHN ASA WRIGHT Print Contractor/Agent's Signature o -State ofFlorida D e pY PU@ D. iA. CLARK o,OV 4, 08 MY Col # FF 2019 EXPIRES: June 21. servksy m tar Bonded DruBudotNotery r0 eof Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building M Electrical [9 Mechanical [ Plumbing[ Gas Roof Construction Type: \ 4b Occupancy Use: (Z3 Flood Zone: X-S CE i i AGNfV Total Sq Ft of Bldg: ?J"k I Min. Occupancy Load: l # of Stories: 2 New Construction: Electric - # of Amps I--0 Plumbing - # of Fixtures 2 t Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS.: 40NING. C 3 1lo I16UTILITIES: ENGINEERING: —AT C 3 -1 201FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. qq. `ti°10 J. V-Osa , GL, Fire Alarm Permit: Yes No 9 WASTE WATER: BUILDING: 5r & 3. 2`' 18 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1-73 / Job Address: J a 6 K-eg( go s-e_ La4.x— S A-L-r Historic District: Yes No Parcel ID: oZ A 9-30- 5-10-0000- 31-3 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: 313 Plan Review Contact Person: Daphne Clark Title: Email: da hne o Permits PermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOLITHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOLITHHALL LANE # 200 City, State Zip: Name: Street: City,. St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Fax: 407- 257-6940 State License No.: CBC1257462 Architect/ Engineer Information Phone: Fax: 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 COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5eh Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application F7 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si ature of Owner/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name c Signature of Notary-S lorida Date Y Pt/A. CLARK P * MY OoMMISSION 0 FF 209108 EXPIRES: June 27, 2019 Bonded nru Budget Nolary Services Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID gnature of Contractor/Agent Da JOHN ASA WRIGHT Print Contractor/Agent's e Signature o -State of Florida ARK D // 00 1 PlIal, D.A. r :'' '' * MY COMMISSION # FF 209108 EXPIRES: Jule ryS riles ox Y Bondedi NBubga Contractor/Agent is YES Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit:. Yes No # of Heads APPROVALS. ;ZONING: COMMENTS: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 4& 7.• 2 / WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphnePa permitspermitspermits.com Property Address: 525 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3130 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) r, - a 11 d r. 'iQFF'ICIAL' ,USE ONLY a 4 ' z' Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 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# 18-931 s. Reviewed by: Michael Cash, CFM Date: March 1, 2018 17 d ° Application for Right -of -Way Use for Driveway,Walk& Landscape ORID Walkway sca p 1877 __Q Department of Planning & Development Services www.sanfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the 0- Know attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction'sright-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. L_,`__ dMr2,'3wbal4 ore yojp`/V Jp n(jft C2116efomyoudig. 1. Project Location/Address: 2. Proposed Activity: Vr Driveway Walkway Other: 3. Schedule of Work: Start Date ,/ r / Completion Date Emergency Repairs 4. Brief Description of Work: Aell FWA% AX +i! 96R. This application is submitted by: Property Owner. -/ l—/ Signature: t/r p t r i Address: S1 tit/{. A54a %V+7ril,wGPhone: 407-?S -'b Ql ® Fax:' r T® 1n Print Name:AUK MAM(PA h k—S Maintenance Responsibilities/indemnification W ) Date: The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomnwater facilities, orany general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove; relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facTties are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: ,2, ( f - This pe/mit shall be posted on the site during construction. Please call 407.688.5080, Ext. 6401.24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Seotember2010 ROW Use mrivewav ndr v. e SCPA Parcel View: 21-19-30-510-0000-3130 http://parceldetaii . scpafl. org/Parce]Detaillnfo.aspx? PID=21193 05100... 11 , cry ssXCDA Parcel Information Properly Record Card Parcel: 21-19-30-510-0000-3130 Property Address: 525 RED ROSE LN SANFORD, FL 32771 Parcel Owner 21- 19-30-510-0000-3130 TAYLOR MORRISON OF FL INC Property Address 525 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 i Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Value Summary 2018 We Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag JusUMarket Value ** 40,000 Portability Adj Save Our Homes Ad' 0 Amendment1Adj ----^—_-'-$ 0-_-- dmen P&G Adj r-___--._..._- 0 Assessed Value 40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: I Does NOT INCLUDE Non Ad Valorem Legal Description LOT 313 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing g AuthorityAssessment Value Exempt Values County General Fund 40,000 0 Schools 40, 000 0 City Sanford 40,000 0 SJWM Saint Johns Water Management) __ 40,000 0 County Bonds I 40,000 0 Sales D iption Date Book Page Amount Qualified No Sales 1 of 2 2/19/2018, 12:03 PM f f fff off fff! f ff fl Ii i.. )1 Parcel ID Number: Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. i_EFa; Or CIRCUIT Ca>UF T & C;a:i IP T R01-LER 1': C:LERVS v 201.019??: FE:L::C; The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT 3 Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book 81 Page 70--1/of the public records of Seminole County, j Florida. Addresses 5a S R X d 6 -R, wQi Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lieno s Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Wi Signature of Owner's Agent: JqA Asa Wright Taylor Morrison of Florida Inc Z.) Sworn to and subscribed before me this by John Asa Wright /who',per nally known p A. CIARK Notary Public DA Clark * * MY COMMISSION #FF20`af tt ie My commission expires: 6/27/19 1 ` o EXPIRES. td ft*Notary2 z— Badad Thru Budget Notary oSerialNo. FF 209108 ary Signature: Notary seal: 4 o v w wi g 0 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED PPrmif 0 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL •PERMIT. . Min Max Ins ection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Ins ection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICALPERMIT k,, Min Max Ins ection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: L"ot3113ThornbrookeSantaRosaGLS Builder Name: TAYLOR MORRISON gUILO/LC Street: 5aZ5, n4SL Permit Office: 1W1Wj -4.0 fb-QiJa.ti City, State, Zip: FL , S4+vf w 15 Permit Number: ;18 - 9 3 1 sAw a,oOwner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) FN 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1098.20 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft2 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types (1277.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1277.00 ftz 6. Conditioned floor area above grade (ftz) 2138 b. N/A R= ftz c. N/A R= ftz Conditioned floor area below grade (ftz) 0 11. Ducts R ftz 7. Windows(336.7 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.67 ftz SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 64.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.521 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ftz b. Conservation features b. Raised Floor R=19.0 78.00 ftz None c. other (see details) R= 42.00 ftz 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 65.00 PASSSS Total Baseline Loads: 68.99 1 7 I hereby certify that the plans and specifications covered by Review of the plans and fiE ST rA this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance.,,'' 1-4 4"L with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 211.0/_1.8 this building will be inspected for compliance with Section 553.908 0 1;10 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: / - n DATE: ----d BUILDING OFFICIAL:% DATE: 3,-SCtS Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot313ThornbrookeSantaRos Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2138 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 78 ft2 19 0 0 1 2 Floor over Garage Main 42 ft2 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft2 0.34 0 0.66 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft2 320 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft2 N N 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1277 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt T_o W_ all_-Eype Space R-Value F_t-In Et -In Area R-Value-Fraction Absor. Grade%o- 1 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 37 6 9 4 350.0 ft2 0 0 0.6 0 5 SE Exterior Concrete Block - Int Insul Main 4.1 5 8 9 4 52.9 ft2 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft2 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Wood Main None 25 3 1 8 24.7 ft2 2 Wood Main None 25 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft2 1 ft 0 in 1 ft 0 in None None 3 N 2 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft2 9 ft 0 in 0 ft 0 in None None 4 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft2 1 ft 0 in 11 ft Bin None Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 6 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft2 1 ft 0 in 11 ft 8 in None Exterior 5 . 8 S 6 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 9 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 0 in 11 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft2 451 ft2 64 ft 8 ft 1 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply ---- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin an ]Feb ]Mar Heating Jan X] Feb X] Mar Ventin Jan [ ] Feb [X] Mar Ceiling Fans: A r Ma [XJ] Jun X Jul rj Au Xj Se [ Apr f I May [ 1 Jun t Jul AuSep [ Ar [ Ma [ J Jun [ Jul Aug Se [ Oct NovDec Nov Oct Xd OctNov X Dec Dec 2/ 10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 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 (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c. other (see details) FL, New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2138 b. N/A c. N/A Area 272.67 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 ft2 12. Cooling systems ft2 a. Central Unit 2.521 ft. 0.312 Insulation Area R=0.0 1157.00 ft2 R=19.0 78.00 ft2 R= 42.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant feat res. Builder Signature: G%% Date: Address of New Home: 5 W) City/FL Zip: E"V`''( Insulation Area R=13.0 1377.00 ft2 R=4.1 1098.20 ft2 R=13.0 231.00 ft2 R= ft2 Insulation Area R=30.0 1277.00 ft2 R= ft2 R= ft2 R ft2 6 427.6 kBtu/hr Efficiency 42.0 SEER:15.00 kBtu/hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat a4'11i.E S74 C7 a 1) WV_ 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 C7 a 1) WV_ 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report Job: Lot313ThornbrookeSant... Date: 6/4/2014 NEAMM-AIRCDNDRIDNIND Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29496 Btuh Entering coil DB: 76.7°F Outdoor design WB: 76.3°F Latent gain: 5114 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 34610 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230`++TDR Actual airflow: 1450 cfm Sensible capacity: 33551 Btuh 114% of load Latent capacity: 5995 Btuh 117% of load Total capacity: 39546 Btuh 114% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 27035 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39236 Btuh 145% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 101 % of load Temp. rise: 17 OF Meets all requirements of ACCA Manual S. wrightsoft " 2018-Feb-10 09:32:23 Right-Suite(g) Universal 2018 18.0.10 RSU24011 Page 1 14C4* ...eSantaRosaGLS\Lo1313ThornbrookeSantaRosaGLS_rup Calc = MJ8 House (aces: S ti DEL-AIR Component Constructions HEATING • AIR CONDITIONING Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Job: Lot313ThornbrookeSant... Date: 6/4/2014 By: FJF Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss CIg HTM Gain ft2 Btuhff-°F ftT-°F/Bluh Btuh/fly Bluh BluhW Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2" x4" wood frm, 16" o.c. stud n 200 0.091 13.0 2.58 515 2.34 469 e 398 0.091 13.0 2.58 1024 2.34 931 s 240 0.091 13.0 2.58 618 2.34 562 w 374 0.091 13.0 2.58 962 2.34 875 all 1211 0.091 13.0 2.58 3119 2.34 2838 n 158 0.201 0 5.69 897 4.35 686 e 341 0.201 0 5.69 1938 4.35 1483 se 28 0.201 0 5.69 160 4.35 122 s 47 0.201 0 5.69 265 4.35 203 w 330 0.201 0 5.69 1875 4.35 1435 all 903 0.201 0 5.69 5136 4.35 3929 208 0.091 13.0 2.58 536 1.44 300 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft n sep.); 6.67 ft head ht e s w all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft window ht, W 11.67 ft sep.); 6.67 ft head ht all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 12.4 373 40 0.340 0 9.62 385 12.4 497 15 0.340 0 9.62 144 35.7 536 30 0.340 0 9.62 289 12.6 378 45 0.340 0 9.62 433 35.7 1608 160 0.340 0 9.62 1540 21.2 3393 64 0.580 0 16.4 1050 16.8 1078 58 0.340 0 9.62 561 12.4 725 39 0.340 0 9.62 374 35.7 1388 97 0.340 0 9.62 935 21.8 2113 6 0.340 0 9.62 58 35.7 214 wrightsoft- 2018-Feb-10 09:32:23 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 1 MCA_.eSantaRosaGLS\ Lot 313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 9 0.340 0 9.62 88 35.7 325 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type se 25 0.390 0 11.0 272 12.0 296 n 23 0.390 0 11.0 250 12.0 272 all 47 0.390 0 11.0 522 12.0 568 Ceilings 166-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1277 0.032 30.0 0.91 1156 1.74 2216 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, amb ovr 78 0.050 19.0 1.41 110 0.71 55 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 C _Fk wrightsoft- 2018-Feb-10 09:32:23 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 2 ACCP'... eSantaRosaGLS\ Lot 313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S VDEL-AIR Project Summary HEATING • AIR CONDMONING Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AlR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 2/21/17 JA REDLINE 11-2-17 JA LS 11/14/17 JA Weather: Orlando Intl AR FL, US Job: Lot313ThornbrookeSant... Date: 6/4/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22324 Btuh Ducts 4711 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27035 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 2138 213 Volume (ft3) 22293 22293 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 152 78 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-042-230-19 AHRI ref 10258591 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF Backup: Sensible Cooling Equipment Load Sizing Structure 22411 Btuh Ducts 7085 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 29496 Btuh Latent Cooling Equipment Load Sizing Structure 3654 Btuh Ducts 1460 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5114 Btuh Equipment Total Load (Sen+Lat) 34610 Btuh Req. total capacity at 0.75 SHR 3.3 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBA27UHE-042-230'++TDR AHRI ref 10258591 8.5 HSPF Efficiency 13.0 EER, 15 SEER Sensible cooling 31500 Btuh 42000 Btuh @ 47°F Latent cooling 10500 Btuh 26 OF Total cooling 42000 Btuh 1450 cfm Actual air flow 1450 cfm 0.054 cfm/Btuh Air flow factor 0.049 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Input = 8 kW, Output = 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Feb-10 09:32:23 i4CCP. ..eSanlaRosaGLS\Lot373Thor' Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 1 nbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL -AIR Right-M Worksheet NENTIM- RM CONMUMNS Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name Entire House family rm 2 Exposed wall 270.6 it 32.0 it 3 Room height 9.2 it 9.3 it heat/cool 4 Room dimensions 15.0 x 17.0 it 5 Room area 2434.5 ft2 255.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat I Cool i Gross I N/P/S Heat I Cool 1 ross I N/P/S Heat I Cool1 6 12C Osw 2A-2ov0 0 091 340 340 n n rne€ 2 582 9562 92 34 r.12:44 270 30 90 200 O 0 515 289 385 469 373 497 0 0 0 0 0 0 s 0 0_ 0 s , 0 0 0 13A-2ocs 0.201 n 5.69 4.35 280 158 897 686 140 76 432 331 11 2A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 64 0 1050 1078 2A-2ov 0.340 n 9.62 12.44 58 0 561 725 0 0 0 0 1,... 12C Osw 2A 2ov •'', 2A2ov .. 0 091 0 340 0.340 e '2 e e 58 9 62 9:62 2 34 35 73 35,78 g419 6 15 398 s g , 0 Q 1024 58 144, 931 214 536 0 0 t ` O 0 0 O 0'c 0 0 W 13A-2ocs 0.201 e 5.69 4.35 350 341 1938 1483 0 0 0 0 I- 2A-2ov 0.340 e 9.62 35.73 9 0 88 325 0 0 0 0 1?! I-p 13A 2ocs 9 Ox201 se se 5.69 .4 11.04 355 U199 535 h;25 28 26 160 272 122 x" 296 0 s' 0 0 0 0 r,0_ 0 1QJ 12C-Osw 0.091 5 2.58 2.34 270 240 618 562 0 0 0 0 C 2A-2ov 0.340 s 9.62 12.61 30 53 289 378 0 0 0 0 W __ 13A 2ocs'i 0.201 5i69' 4.3547_`%47 265 203 0 0. s"01 V)/ 12C-Osw 0.091 w 2.58 2.34 419 374 962 875 0 0 0 0! 0 t-G 2A-2ov 0.340 w 9.62 35.73 45 0 433 1608 0 0 0 0 F 22A-tp1 0.989 27.99 0.00 1158 118 3291 0 255 32 896 0 AC& I 33: R Y . E zY „ ,`' P,S 77 ly 3%b"' ^°n...•.e.Y a: P.aSx.. r`r','x°` fi. 31>x nos 77-_ t 6 c) AED excursion 66 189 Envelope loss/gain 17598 17124 1 3280 1910 12 a) Infiltration 4726 1497 570 181 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances/other 2410 0 Subtotal (lines 6 to 13) 22324 22411 3851 3011 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22324 22411 3851 3011 151 Duct loads 121 320% 1 4711 7085 10% 101% 385 301 Total room load 27035 29496 4236 3312 Air required (cfm) 1450 1450 227 163 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 4- wrigFstsoft^ 2018-Feb-10 09:32:23 AGGP Right -Suite® Universal 2018 18.0.10 RSU24011 Page 1 eSantaRosaGLS\ Lot 313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL -AIR Right-J® Worksheet HOT= -=COMA OMM; Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name mstr rm mstr loth 2 Exposed wall 29.0 It 11.5 It 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 14.0 it 1.0 x 91.0 it 5 Room area 210.0 it2 91.0 it2 Ty Construction U-value Or HTM Area Ift2) Load Area ft2) Load number Btuh/ft2-0F) Btuh/ft2) or perimeter It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C Osw 0.091 n; 2.58 2 34 0 0, 0 0 0 00 0 2A2ov` , 0 340 n 9 62 12 44 00 0 0 0 ." 0 0 0. 2B-2fv ` E 0 340 n 9.62 12.44 0 0: 0, 0 0 0 0_ Oi 13A-2ocs 0.201 n 5.69 4.35 140 82 465 355 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12.44 58 0 561 725 0 0 0 0 12C Osw 0 091 340 a e 2:58 9.62 2 34 35,73 0 0 0 0 0 t 0 0 0 0 0 0' 2A 2ov ._. 0 35.73 0 0 0. 0 0 0,,i 13A-2ocs 0.201 e 5.69 4.35 131 131 743 568 107 107 610 467 2A 2ov 0.340 e_ 9 62 35 73 0 0 0 0 0 0 0 13A 2ocs 0 201 se" 5.69 4 35 0 0 0 0 07r11D0>r0.390 se 0:11.04 U1,99 A m. 070 0.. 0:. 0 VI/ 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W .._ 13A 2o____ yJ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 y/ 13A2ocsk0201w 569 4:35 0 0 0 0 qa 0 0R.,0 0 f- G. 2A,2ov, r, 0.340 w o9.62 35:73 0 0 0 0 0 0. P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 166 30ad vv 0.032 0.91_*w_t 74 77777776 p p O:.i 0 0'E-z 0W....r'0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F .. 20P 19t <,E ,,.y „ µ . 0.050 1.41' O.71? 0 0 40K _ . 0 0 e..0 p a..,. R 0' 0` F 22A-tpl 0.989 27.99 0. 210 29 812 0 91 12 322 0 7777777 77 777 Mq 7e, >. r. e-, ,.. ,L' TW r 77, r....,....... 6 c) AED excursion 156 31 Envelope loss/gain 2580 1493 932 436 12 a) Infiltration 517 164 205 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 3097 2487 1137 500 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3097 2487 1137 500 15 Duct loads 10 % 10 % 310 249 t 0% 10% 1141 50 Total room load 3406 2735 1251 551 Air required (cfm) 183 134 67 27 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed 4- 2018-Feb-10 09:32:23 i__ Z _ " ....1-11-1...... "'-, Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 2 eSantaRosaGLS\Lot313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL -AIR Right-J® Worksheet OfArA19- AID CBIiIXiI6111146 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name utility pwdr 2 Exposed wall 6.0 It 10.5 1t 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 6.0 x 36.0 W 6.0 It 6.0 x 5.5 it 33.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area ft2) Load number Btuh/ft2°F) Btuh/ft2) or perimeter it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A 20v a B 2fv _= 0 091 0 340 0340 n n n; 2 582 9.62 9.6Z 34 12 44 12'.44 0 0 0 0 a0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 5 0 0 0 A' V/ 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 E -G 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 01 0 z. 12C Osw, 2A 2ov 0 091 0 340 0340 e e e.' 2 58 9 62 9fi23573_...0_...0. 2 34 35:73 0 D 0 0 0 x 0 r. .0 0, k0 0_.-., 0 0 0 0 0 00` 0. 0 0' 0 p W 13A-2ocs 0.201 e 5.69 4.35 56 56 318 244 51 42 240 184 L-G 2A 2ov 0.340 e 9.62 35.73 0 0 0 0 9 0 88 325 13A'2ocs = 11 D0__..,. 0 201 m0.390 se se,, 5:69 11.0A 4 35 1199 0 0 0 0 0 0s0 0 0 0 0 0 T ` 0' A 0' p Vt/ 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-20cs _! ` 201 s_ 5.69 70 ak0 0 0 47 47 265 12C-Osw 0 0.091 w 2.58 4.35 2.34 0 0 0 0 0 0 0 203 6 L -C 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 y C 13A 2ocs` 2A-2ov _: 0,201, 0 340 w-: w { 5.69 9.62 4`.35 35:73 0 0 0 0 0 0 F0 s-.." . _-0 0^ 0 r 0 r ; 00 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 166 30ad = - °. - 0 032 0.91:.__... 1.74 0 0 0 0 A 0 i F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 0'.050 J.41_ 2 .7;1' 4RIU ,,,i;0 O 0 0', 0 F 22A tpl 0.989 27.99 0.00 36 6 168 0 33 11 294 0 777 e x4 Sea '< t r' n..8 hh e-< ,«wow 6 c) AED excursion 52 0 Envelope loss/gain 486 192 887 712 12 a) Infiltration 107 34 187 59 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 593 826 1074 771 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 593 826 1074 771 15 Duct loads 10 % 10 % 59 83 10 % 10 % 107 77 Total room load 653 908 1181 848 Air required (cfm) 35 45 63 42 Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed wrightsoTrt^ 2018-Feb-10 09:32:23 Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 3 eSantaRosaGLS\Lot313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name mstr we mstr wic 2 Exposed wall 0 It 0 if 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 3.5 x 6.5 it 22.8 ft' 5.5 x 10.0 it 55.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 12C Osik3r 2A 2ov v 0 091 Q 340 0. 340 n n = n-: 2 58 9 62 9- 62,,.. 2 34 12. 44 12. 44 0 0 a_ 0 0 0 0,,, 0 0 0 0 0 0° 0 0 p, 0- 0 0 y 00 0 0= 00 13A- 2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 I- C 2A-2ov 0.340 in 9.62 12.44 0 0 0 0 0 0 0 0 12C Osw 2A 2ov 0 091 X 0 340 0. 340 e: e, e_ 2: 58 9462 t9. 62 2 34 y35 73 3573 00 0 0 0 0, 0 0 0 0 00 0 0 a' 0 00' 0 0 j 13A- 2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 G 2A 2ov 0 340 e_ 9.62 35.73 0 0 0 0 0 0 0 0 V1J 13A 2ocs„0 11DO 201 0. 390 se se", Y - 11.04 11:99 0 n - F 0 0 0 00 0 E 00; 12C- Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-2ocs: 0201 07M 5_69 4.35 0 0^ 0 0 0__ 0 fQ 0 12C- Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 13A 2ocs 'i0 2A2ov . s 0 201 340 w. w'" 5 69 x .-- 9.t2 4 35E;0"0 35: 730 0. 0 0 0 mr 0 0 0 0 0 0 01° p°: A Pf 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 in 11.04 11.99 0 0 0 0 0 0 0 0 C 16630adMIA 0'032 0:91 1 74 0 0 0 0__ 0d 0', F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 F .' 20P. -19t as . w.,.. M50 W 1_41_ 0.Z1; 0 0 0 s_,a u0 0 0 p F 22A-tot 0.989 27.99 0.00 23 0 0 0 55 0 0 6 c) AED excursion 101 10 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 51 5 Subtotal ( lines 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 0 5 151 Duct loads 10% 10% 0 0 10% 10% Oil 0 Total room load 0 5 1 0 5 Air required (ctm) 0 0 0 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wrigl. tsoft 2018-Feb-10 09:32:23 Right - Suit Universal 2018 18.0.10 RSU24011 Page 4 eSanfaRosaGLS\ Lot313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL AIR Right-J® Worksheet NEAiH1 -AMCIMM MMB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name dining rm kitchen 2 Exposed wall 10.0 it 18.6 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 15.0 x 10.0 it 150.0 ft2 1.0 x 305.0 it 305.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool i Gross I N/P/S Heat I Cool 6 12C Osw 2A-2ov, 2&-2fv a.,.. D 091 0 340 0340n. n n £, 2.58 9.62 9.62 2 34 12 44 12.44..0 0 1 0 0 W1q a 0 C 0 0 z 011 0 0 0 0 0 0- 0' 0 11 13A-2ocs 2A-2omd 0.201 0.580 n n 5.69 16.41 4.35 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LLL 2A-20v 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 12C Osw 2A 2ov 2A-2ov-.:.. 0 091 0 340 0.340 e e, e i 2 58 9 62 962 2 34 35 7,3 35:73 i 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 O 0 0: p', 0 0 p, t-G 13A-2ocs 0.201 e 5.69 4.35 O 0 0 0 5 5 27 20 2A 2ov _ 0 340 e 9 62 35 73 0 0 0 0 0 0 0 0 13A 2ocs ; 0 201 0.896 se _:- se 5.69 11:04 4 35 11..99 0 0 0 0 0 0 0 53 25 28 25 272..._ 160' 122: 296. V+1 G 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 W 13A' 2ocs 0 201 s s 5.69 5 T . 0 ko 0 0 0 0 4' 0 W L-G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A 2ocs 2A 2ov.-i 0 201 Hwy, 5:69 4r35 r, 35sZ3 93 39 54 0 310 3741388 237 r 117 0 r,.i": 117 0 6631 0' E . i0', P, 12C-Osw 0.091 2.58 1.44 0 0 0 0 231 208 536 300 61 c) AED excursion 1521 166 Envelope loss/gain 963 2146 2428 1352 12 a) Infiltration 178 56 332 105 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1142 2433 2761 2657 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1142 2433 2761 2657 1151 Duct loads 110 10 % 114 243 10 % 10% 276 266 Total room load 1256 2676 3037 2922 Air required (cfm) 67 132 163 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1- - wrGgF tsof[ 2018-Feb-10 09:32:23 Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 5 eSanlaRosaGLS\Lot313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL: AIR Right-J@ Worksheet MATUM - AM CONDMIMM13 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313Th o rn b rookeSantaRo Date: 6/4/2014 By: FJF 1 Room name open to below rm2 - 2 Exposed wall 32.0 It 26.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 15.0 x 17.0 ft 15.0 x 11.0 It 5 Room area 255.0 ft2 165.0 Q2 Ty Construction U-value Or HTIVI Area (f t2) Load Area (w) Load number 13 1 u h/f t2_1 F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 612C Osw 0.091- n 58 ' 340 n 9°62 0. 3401 9.62 1. 1 Vr__G 13A- 2ocs 0.201[ _n 5.69- 2A 0.580 " 1 16.41 1 0 0 01 01 01 12C- Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 1, 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 0 201 s 5.69 e 0__ RUNd j ' 'IQ V1111 "No W0 i'll"111141 1 0 0 0 t-- G 12C- 0sw 0.091 W 2.58 2.34 153 153 394 359 0 0 0 0 2A- 2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 T2 2r 0 201 W W' Z 5 69 o 0 0 0 0 0 0 j 0 Qp 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 L- D 11DO 0.390 n 11.04 11.99 0 0 0 0 0 0 Z- 777M613-30ad 0.032 91 114 255 255'' 231 149 2$6 F 20P-191 0.050 r-20. 71 0 6 0 0 F_ _, 20P,-' I 9t 4W4NU.050 0 0 n'o F 22A -tol 0.989 0.00 0___ 0 0 0 0 0 0 77 TV 431" 6 c) A ED excursion 100 75 Envelope loss/gain 1254 1421 1 1 963 1062 12 a) Infiltration b) Room ventilation 550 0 174 0 1 447 0 142 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1804 1596 1410 1204 14 15 1 Less external load Less transfer Redistribution Subtotal Duct loads 1 39%1 60% 0 0 0 1804 696 0 0 0 1596 955 39% 60% 0 0 0 1410544 0 0 0 1204 720 Total room load Air required (cfm) 1 2501 134 2550 12511955 10511924 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I- 2018-Feb-10 09:32:23 Right- Suite(D Universal 2018 18.0.10 RSU24011 Page 6 eSant aR osaGLS\Lol 31 3T hornbrook eSanta R os aG LS.rup Calc = MJ8 House faces: S DEL -AIR Right-J® Worksheet NfOTMt AIRCOr7MOpMB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name blh 2 bth 3 2 Exposed wall 8.0 ft 12.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 6.0 x 8.0 ft 48.0 ft2 6.0 x 12.0 ft 72.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (112) Load number Btuh/ftZ°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed 2018-Feb-10 09:32:23 r Right -Suite® Universal 2018 18.0A0 RSU24011 Page 7 eSantaRosaGLS\LoI313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S EL AIR Right-JO Worksheet MATING - AIRCORMONING Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 33.0 ft 4.0 it 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 Room dimensions 1.0 x 161.8 it 4.0 x 5.0 It 5 Room area 161.8 ft2 20.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2AX2ov 2B-2fv 0 091 0 340 0 340 n n n.; 2 58 9 62 9.62 2:34 12 44 12.44 i0 0 0 D 0 0 0 0 0 0 00 gr 0 0 40 0 0 0 0' r,Q 0 0- 01 13A-20cs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 in 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 Fr 12C Osw 2A 2ov aa<. .. 2A 2ov - 0 091 0 340 0340 e ; e l fix .., ems: 2. 58 9. 62 9 62' 2 34 35 , 3 35 73. 108 0 15 93 0 8 240 0 218 0 0 0 0 0 0 0: 0, 0 Vf/ 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 Imo; 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 20 13A 2ocs 11 DOu, mn ., 0 201 0. 390 se se'; 5. 69 11. 04' 4 35 b1? 99 0 0... 0 t. 0 0 0 0 0 0` 0 0 0 0 V/ 12C-Osw 0.091 s 2.58 2.34 126 111 286 260 36 36 93 84 G 2A-2ov 0.340 s 9.62 12.61 15 13 144 189 0 0 0 0 W,,,,. 13A2dcs I Ems.;- 01201 s -- 5.69' 435 0 0 0 0 0 0 i 0'. 0 W- 12C-Osw 0.091 w 2.58 2.34 63 63 162 148 0 0 0 0 LG 2A 2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 13A 2ocs 2A 2ov' „° a.r... T 51'4' O'201 0`. 340 w: u `= 5: 69 9. 62 4. 35 35, 73 0 0 a 0 0 sou r-ry 0 0 0 0' i 0 0` 0 0 0 0 01 P. 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 61 c) AED excursion 111 9 Envelope loss/gain 1274 1596 124 117 12 a) Infiltration 567 180 69 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1841 1776 192 139 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1841 1776 192 139 15 Duct loads 39% 60% 710 1063 39% 60% 741 83 Total room load 2551 2839 267 222 Air required (cfm) 137 140 14 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFttsoft 2018-Feb-10 09:32:23 Right - Suite® Universal 2018 18.0.10 RSU24011 Page 8 SantaRosaGLS\ Lot313ThornbrookeSanIaRosaGLS.rup Calc = MJ8 House faces: S g q DEL -AIR Right-JO Worksheet AT""°MCOMM0MEHG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 it 10.5 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 12.0 x 12.0 it 144.0 ft2 15.0 x 10.5 it 157.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) BtutVft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 72COswQ 2A 2ov s 2B2fv..,,9.62 0091 b 340 n;258 n 9 62 234 12 44 12.44 0 0 0Y..,O:;, 0"0 0 0 0.-... 0 0 0,,,;'., 0 0 0..;;°0„.,.0.0 I 0. 0 0 0 0 L( Ut/ 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 G 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed wrG 1 tsoR^ 2018-Feb-10 09:32:23 Right-Suile® Universal 2018 18.0.10 RSU24011 Page 9 eSan IaRosaGLS\Lot313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S DEL- AIR Right-J® Worksheet REATOIO• AIR CmrmTIORIRB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot313ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 Room name stairs 2 Exposed wall 3.5 It 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 253.5 It 5 Room area 253.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft? °F) Btuh/ft2) or perimeter (It) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A 2ov' 2B 2fv . 0 091 0 340 0 340 n n n,.I 2 58 462 9.62 2 34 12.44 00 0 0 0 a<. _ 0 0 0 V/ 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 11 G 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 Y-C 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 2A-2ov 0.34 a 9.62 35.73 0 0 0 0 13A 20cs_ 0 201 se 5:69 4 35 0 0 1 0 0 11 DO .: ,, _ t.;:• 0 390 sg 1i .04; 11._o._0 0 0 v 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 W -- 13A 2acs: ..----- 0 201. s 5.69 4:35 0 0. 0 __..._- 0 sl U 1 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 G 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 13A-2ocs A 201 w ' 5.69 4:35 0 o 1 0 0 0 2A-2ou 0 340 w < 9.62 e 35:n7-3 x p r > . .x 0 P, 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 61 c) AED excursion 1-31 Envelope loss/gain 311 482 12 a) Infiltration 60 19 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 371 502 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 371 502 15 Duct loads 39 % 60 % 143 300 Total room load 514 802 Air required (cfm) 28 39 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed 114+ wrGgFstsoft^ 2018-Feb-10 09:32:23 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 10 eSantaRosaGLS\ Lot 313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S 41.,DEL-AIR Duct System Summary HEATING a AIR =011IaxRt6 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Job: Lot313ThornbrookeSant... Date: 6/4/2014 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 1450 cfm 1450 cfm Total effective length (TEL) 154 ft SupplyBranchDetatlTable ems:, f Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk loth 2 c 794 30 39 0.308 4.0 Ox 0 VIFx 8.0 70.0 loth 3 h 762 41 33 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm c 2676 67 132 0.170 6.0 Ox 0 VIFx 41.3 100.0 st3 family rm h 4236 227 163 0.156 8.0 Ox0 VIFx 53.5 100.0 st3 kitchen h 3037 163 144 0.178 7.0 Ox0 VIFx 34.6 100.0 st3 loft c 3120 58 153 0.232 7.0 Ox0 VIFx 18.5 85.0 st2 mstr bth h 1251 67 27 0.197 5.0 Ox 0 VIFx 22.7 99.0 st4 mstr rm h 3406 183 134 0.185 8.0 Ox 0 VIFx 30.6 99.0 st4 mstr we C 5 0 0 0.193 4.0 Ox 0 VIFx 25.2 99.0 st4 mstr wic C 5 0 0 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4 open to below -A h 2501 134 125 0.220 7.0 Ox 0 VIFx 24.1 85.0 st2 pwdr h 1181 63 42 0.172 5.0 Ox0 VIFx 39.6 100.0 st3 rm2 h 1955 105 95 0.282 7.0 Ox0 VIFx 15.0 70.0 rm 3 c 2615 98 129 0.212 7.0 Ox 0 VIFx 28.0 85.0 st2 rm 3 wic h 267 14 11 0.216 4.0 Ox 0 VIFx 26.1 85.0 st2 rm 4 C 2839 137 140 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs C 802 28 39 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 908 35 45 0.189 4.0 Ox 0 VIFx 28.2 99.0 st4 wrightsoft- 2018-Feb-10 09:32:24 Right -Suite© Universal 2018 18.0.10 RSU24011 Page 1 ACCN...eSantaRosaGLS\Lot313ThornbrookeSantaRosaGLS.rup Calc - MJ8 House faces: S Supply Trunk Deta l Tabie Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 285 207 0.185 522 10.0 0 x 0 VinlFlx st2 Peak AVF 304 418 0.212 532 12.0 0 x 0 VinlFlx st4 Peak AVF 285 207 0.185 522 10.0 0 x 0 VinlFlx st1 st3 Peak AVF 521 480 0.156 663 12.0 0 x 0 VinlFlx Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design IF Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx wrightsoft u:=». ::,.:.:.:::................. Right -Suite® Universal 2018 18.0.70 RSU24011 ICCCK eSanlaRosaGLS\ Lot 313ThornbrookeSantaRosaGLS.rup Calc = MJ8 House faces: S 2018-Feb-10 09:32:24 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot313ThornbrookeSantaRosaGLS Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oioina and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ii a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeOO - USRCSB v6.0 2/10/2018 9:26:59 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot313ThornbrookeSantaRosaGLS Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.ft. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinole or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0-13 W-O t'7 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal 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 R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, 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 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be 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 E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not 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 403.7, 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. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not.have continuously burning pilot lights. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorfte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TYPICAL MASONRY WINDOW SCHEDULE WINDOWWINDOW SCHEDULE I WINDOW WIDTHS WINDOW WIDTHS o 10' 7t' )T WINDOW CALL-Oi mrtmn,wa 3 )5' 1)51 WiN 31541 454 3 31 O '\ i N lS, LD s FG I •. r ___ 1 ° TDN w/5KV 2240VQ UBYBLDRMINo >I^ 1m• BFFtD 16• qw mmw aw i42X42 A/C SLAB 3 13x13 Plen O le)mw 70i0w )03® Platform by Z Q. g wow 7dOw 30r0 `V (( Cn mrt LANAI fflm Z' FROM. WALL 4 W) 8 15w N35w aw a bldr C O jr.rpa ur. , - -o• uer uf.^ O stole i]/8'=1'0' S W &054 2M 51 A/ C 17' 1b 51 N35w 76w 3!, \ \ u+ i iwve flsw tt' '86®51 1¢6@5! 3C6 PAO GC. VFRFT PNY_nRi QMN05 2R ALL YAL ueaY.V tk Nn mm51fi5 AlD NS7AILd11W HdYVdRIF G l£RF1'11ASPR!OF4NIW.,S a v Welly ra esxnm "saesiErN • Z rid% rF41 O. R MA45 fOR5MFLF it sFFrA nssw wort WED f5OR.E . -51A,CA,E S$ LE IWlFaC1Uff SFFLFIGiILNS. ma W 4'ODOL 517E5 AND NSiAlldil'THdl Ua b F I _ OiOjLL#D l5PaE "-w, CAWIEU, c", OR v e Z PFfR to 0.0.t P.A45 FOR SIYLF _ LL BEDROOM 2 12' JOWNER' S SUITE n'Iwnd0 "we.ra uuael"90EeS oww GATHERING ROOM °- ° / m 12x12 rag )2x6 lwcd e 1 ns-o 16x12 nw a Laei Au[ wu -s*owr vo wc °g 1351w` d 4' bath duct % o B, w to roof or wall wwF 2xf2Y ug ® 4 cap w/fan-light L-•lk-J 7 . 4• Nutone 763RLNB 125's } On 12x6 Iwctl 8x4 m 10z 3" bath duct aC • 40 w Zo a ®• to wall cap m a 3' bath duct N co O DINING 10x61wc TJ' - w/ fan 8a. LOF` 12, ' 0 to roof cap > \ 1 Aa O c- ,ua 7' z4x18 r W/fan W W I\ nx* 130 I ^4 ` o.12x6 Iwctl ~ 6' 4 e' p10 155 Nutone 696RNB Q \ \ r - 11r on.rw-T • w, a CU I - 7' U 6 4 1w 13 &TM3 4; IC to woos Putt M i PI :Ia ,u r ILx7c r =a 4U 4' v 55 mil'/ 10x6 col O 12x6 Iwc 7' Q\ 40 ° BEDR 3 10 14x14 r 6' 6 a. I x 5• ]Ox yy oa.Fui'ac. OI BPi/ yiwi• YER nuF w. o 4r: 9' TM s4O ez 12x6 Iwctl 3AC 40 A3 4' 1 ' I• 12 12x12 rug BEDR M 4ED e O • wua ,,.,1 = wwi 'w°'0a">Fr c- u n... ae. z ssecuuu I— 11l e a PoROi j 0 R L LLJ p V) O w o_ CAR GARAGE g,o'.La:-w Transfer duc ts/grllleIn s compliancewith Florida Residenide, tial,t NA+otl3nuy / O Bull ding Code - M1602,A Balanced Q Z (U Return Air, exceptions 1-3. Builder 0 Mkt€ ---------------- must provlde unrestricted I Inch 8 1 undercut on doors to habitable i- Z iZ LL a dIIIrooms. i i Q Q O S \ I— VD Rating Z I Iwiwatsoxwv[ oun 1 L O] O Z J Z < Z Q O Q 0!:Must have a minimum clearance OF 4 inches around the air handler per the State Enelrgy code. All duct has on —6 Insulation value. m EL J 0 0 0 DESCRIPTION AS FURNISHED: Lot 313, THORNBROOKE ,PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: LOT 281 Taylor Morrison of Florida, Inc. RECOn COPY LOT 282 N 00014'55" W 40.00' 10' LAND SC PE, WALL, FENCE ESMT 26.80' 34.80' LOT 313 34.80 I 16.0' 5.00' LANAI 3.0' .0' 5.00' 5.00' 5.00, 30, 0' w W LO PROPOSED RESIDENCE o0p LOT 314 SANTA ROSA Od, j 0 (INCLUDED —TRADITIONAL) 0 ti GARAGE LEFT COV'D 15.0' ENTRY 5.00' of 8.7' 5.00' Ui 21, 3' 3 5.00' j 16.0 1 DRIVE 25.20 s.20' 10' UTIL. ESMT P- C.-- --- - -- 2---------- ry1: y 5' CONC. WALK CURB B.B.)N 00*1455" W 40.00' ED R 0 S_rr,' LAN. ' 50' R/W) TRACT I (UTILITY AND ACCESS R/W) I& PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 23.8' +} PROPOSED GRADE PER CONSTRUCTION PLAN ++ LOT 283 3P 8-a31 ZONI!`'C Ok to construct single family home with setbacks and impervious area shown on plan. y 1, 9 svia LOT 312 LOT 4,800 SQ.FT. LIVING 1,157 SQ.FT, GARAGE 451 . SQ.FT. ENTRY 74 SQ.FT. LANAI 128 SQ.FT. BREEZEWAY = N/A SO. FT. DRIVEWAY 403 SQ.FT. A/C PAD 9 SQ.FT. WALKWAY 76 SQ.FT. IMPERVIOUS= 47.9% 2,298 SQ.FT Snt) D Fm cn I7 R/W 440 SQ.FT. APRON 110 SQ.FT. PLOT PLAN ONLY*. BUILDING SETBACKS: SIDEWALK 200 SQ.FT. FRONT 25' REAR = 15' SIDE = 5.0' SIDE CORNER = 10' NOT A SURVEY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER SQD 130 SQ.FT. AREA = 5,240 DRIVEWAY = 513 SIDEWALK = 276 SOFT. SQ.FT. SOFT. CLIENT NOT FIELD VERIFIED SOD 2 32 SQ.FT. CRUSETNtflE_rER-SCOTT 4S,S'OC.; INC. - L.4NID SURVEEO.RS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PF PLATFIELD P.OL. TYP. POINT ON LINE TYPICAL NOTES: I.P. IRON PIPE P,R.C. PANT IIF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MELTS 1H£ STANDARDS OF.PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR, IRON ROD P.C.C. IPONT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS,AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIN STATUES CHI CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WlTFi SURVEYOR'S SIONATUR£ AND ORIGINV. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET LR. REC. I/2' IR. r/MLB 4596 RECOVERED N.R. W.P. NON -RADIAL WITNESS POINT J. THIS WAS PREPARED FROM TITLE WrORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P,O.B. POINT OF BEGINNING CALC. CALCULATED EASURVEYORSEMENTS THAT AFFECT THIS PROPERTY. P.O,C. POINT OF COMMENCEMENT PAX PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. f CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NAIL t DISK BMB.H. BUILDING SETBACK LINE 8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. RIESMT. ESM E:ASEMRIGHTOF-OFEASEMENTB.B. BENCHMARK BASEBEARING7. BEARINGS, ARE BASED ASSUMED. DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAtN. DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE.'WEV ON NATIONAL. GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY 9. CERRFICATE OF AUTHORIZATION No. 4590, CL. FC. CHAIN LINK FENCE WD, FC. WOOD FENCE C/ D CONCRETE BLOCK SCALE I— 1 • e 20 DRAWN BY, *** PIC. P.T. POINT OF CURVATURE POINT OF TANGENCY CERTIFIED BY: DATE ORDER No. DESC, RLDESCRIPTION RADIUS ARCLENGTHPLOT PLAN 02-05-2018 637-18 D DELTA C a CHORD CIS, CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN - /—..------r THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' TOM X. GRUSENMET eRR,: R.L,S: # 4714 ZONE X. MAP d 12117C 0055 F. JAMES W. 3COTT, R.L.S it` 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy M An NEC 2011/FBC 107 SANFORD,FL I AVAN877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 SANTA ROSAMODEL: TAYLOR MORRISONBUILDER SUBDIVISON VOLT/AMPS TOt• LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heat Strips on together @100 %. Square feet living areal 21381 3 volt/amps 6414 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD 33014 FIRST 10KVA@tOD% 10,000 REMAINDER @ 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A./ 240VOLTS= 1 119 SIZE RECOMMENDED SIZE MINIMUM PER 150 10 5040 %, 10000 6500 5280 10000 ':. 6500 6168 8000 5200' 6888 8000 5200 8160 10000. 6500 TON QTY< KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000' 3250 0 3 5280 5000` 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000` 3250 0 5 5sKW SETUP 8160 5000 3250 0 9418 WOOi. PR Vr11RES ,'i. OTY AMPS''. SERVICE SIZE. NEC f" 49 Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner 0l a Oi 2Q Ocu e N 10 CP Co 50AzDO1', nk- * *Uk410 Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Revision Date: W m %L "O t z Q G LO cr+"r New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 q AR36) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI-TPI 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the telling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than to inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than],! inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. I % U UI U L I n I L_ `IN. I .J) N.T.S -Not To Scale) 6hs6ogl3ec6p®etAidsDet65638 6fiB88REPr1E 48357EfE0. TO 8C51 (BU lL0iN0 COMPONENT SAFETY INFOPX ATION), PUBL ISHEO BY "BEI( TRUSS PLATE INSTITUTE. DR/DR DES I4N GONi ORMS NITN APPLICABLE PR OYtSIGNS OF HOS (NATIONAL OESILN SPEC, BY AFBPA) AND FROM HainesCiry, FL 33844 BUILDING DESIGNER PfRANu/TPI ] SEC. z. Jul Xo SPACING IR) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 ].25 10 0 7.31.11 6-TY:1 FL - 1 - E - - RWARNING'• TRUSSES 0.EOUl0.E EYT0.EME CARE IN FABRICATION. HANDLING, SHIPP]NG, INSTALLING AND BRACING. TC L L P S F R E F R 0 8 1- e e p HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension is 2 1 or greater, at 100% of the table load. Specify HUC. HU is available with one header flange concealed when the W dimension is less than 2%6' at 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCTTN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMAXand stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using'/4"x2'/4' hex head Simpson Strong -Tie® Titene screws or for concrete walls using '/'x 13/4' hex head Titen screws. Titen screws are not provided. Drill the 3/6' diameter hole to the specified embedment depth plus '/i . Alternatively, drill the 3/,e' diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor' s load capacity. The hangers should -be installed such that a minimum end and edge distance of 1'/' is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. SIMPSON. StrongTie HUC410 These products are available wdh additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Model Dimensions Fasteners Allowable Loads (DF/SP) No. HU26 w 1% 6 R 3'/, fi B 2'/ 4 CMU 4 Y4x2 Titen Concrete 4'/, x1%Titen Joist 210dxl' h Uplift Down Code Ret. 160) 290 100/ 115/125) 1545 HU283 16/6 5y 2Y 6'/.x2y4Titen 6'/.x13/,Titen 410dx14 575 2400 HU210 1Y6 7'% 2Y4 8-1/4x2Y4Titen 8-'/.xlY4Titen 4-10dx1'r4. 575 2400 41U453% 5y,6 2'% 12-'/4x21; Titen 12-A 1y4 Titen 6-10d 1085 3950 HU26- 2 3'1A 5% 214 12-%4x2y4Titen 12-1/x11,Titen 6-10d 1085 3950 HU48 31,6 6'Yn 2% 14-'/4x2y4 Titen 14-1/4x13/4 Titen 610d 1085 4350 170 HU28- 2 31A 7 2% 14-Y4x2y4 Titen 14-'/4x13/ Titen 6-10d 1085 4350 HU410 3% 8% 2'1A 18-'/x2Y4 Titen 18-'/4xlY44 Titen 10-10d 1810 5085 HU210- 2 3% 8'156 2'12 18-'/4x2Y4Titen 18-Y4x1y4Titen 10-10d 1810 5085 HSUR/ L26 2 4 56 2/,6 12''/,x2y,Titen 12-'/4xlXTiten I 4-16dx2% 815 26253 i. upi(a ioaas nave peen increased for wind or earthquake loading with no further increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45• and achieve the same loads. 4. See page 159 for Titen screw information. Use stainless -steel Titen® screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest ultimate/3 or fastener calculation values. 7. NAILS: 16dx2%z = 0.162' dia. x 2% long, 10d = 0.148' dia. x 3' long, 10dx1'/: = 0.148' dia. x 1 %' long. See page 22-23 for other nail sizes and information. liir7\ 7 HU410 Installed on Masonry Block Sidewall 1' 1 min HUC410 Installed on Masonry Block End Wall HSUR/ L26-2 Installed on Masonry Block Sidewall Model Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HFAIIowableLoadsNo. Neel Carrying Carried U lift Floor Snow Roof Wind U lift Floor Snow Rooi Wind CodeHeightWHByppMemberMember (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) Ref. cwn HTU26- HTU26(Min) 3'i 3'/e 1Y 5'/s 3'/z 2016d 11-10dx1'f 670 2735 2735 2735 2735 575 1725 1725 HTU26 (Max) 5% 1% 59is 3'/z 20i6d 14-10dx1Yz 1175 2940 3160 3100 3100 1010 1955 1955 1955 1955 HTU28 (Min) 3% 1% 1% 5% 7'/s 3''A 31/, 20-16d 20-1Odx1% 1215 2940 3340 3600 3760 1045 2370 2370 2370 2370 HTU21(Max) 7'/a 1%s 7'/s 316 26-16d 26-16d 14-10dxl% 26-10dx1'/z 1125 3770 3770 3770 3770 970 2825 2825 2825 2825 17 L17, HTU210(Min) 3% 1% 9% 314 32-16d 14-10dx114 1920 1250 3820 3600 4340 4680 5015 1695 3285 3730 F22 HTU210(Max) 9Y, 1 9Ys 3'f 3216d 3210dx1'k 3255 4705 3600 5020 3600. 3600 1075 2700 2700 2700 2700 5020 5020 2800 1 3765 3765 3765 1 3765 DOUBLE 2x SIZES HTU26-2(Min) HTU26-2 (Max) 3'/a 5% 3% 5% 3'1 20-16d 14-10d 1515 2940 3340 3500 3500 1305 2205 2205 2205 2205 HTU28-2 (Min) 3Vss 3% V6 53/,6 7% 3'/z 3% 20-16d 26-16d 20-10d 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205 HTU28-2 (Max) 7% 3%6 7'/is 3/z 26-16d 14-10d 26-10d 1490 3035 3820 1 3980 3980 3980 1280 2985 2985 2985 2985 17, HTU210 2(Min) 3% 3% 9'/s 3% 32-i6d 14-10d 1755 3820 4255 4340 4680 5555 2610 3285 3730 40254025 4165 L17, F22 HTU210 2 (Max) 9'/, 3%s 9'/,s 3'h 32-16d 32-1Od 3855 470905 4255 4255 4255 1510 3195 3730 3165 See table footnotes nn nano t as 5345 5760 6470 3315 4045 4595 4855 4855 HGUQ hangers provide similar capacities as HGUS double shear hangers, but they use SimpsonStrong -Tie" Strong -Drive® SDS screws instead of nails for faster and easier installation. In addition, theSDSscrewshelptransfertheloadbetweenthepliesofthesupportinggirderwhentheypenetrateallplies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4'/2' screws may be substituted for the longer length screws withnoloadreduction, or a shim block may used as approved by the Designer. OPTIONS: These harfgers cannot be modified. CODES: See page 13 for Code Reference Key Chart. Model Ga Dimensions SOS Fasteners DF/SP Allowable Loads SPF/HFAllowable Loads No. W H B Carrying Carried Uplift' Floor Snow Roof Wind Uplift' Floor Snow RaaI Wind Code Member Member (160) (100) (115) (125) > (160) (160) (100) (115) (125) (160) Ref. DOUBLE2xSIZES HGUQ26 2 SDS3 12 35/,s Sys 4 (12)'"x3" (4)'/'x3' 1635 5040 5565 5565 5565 1175 3630 4005 4005 4005HGUQ28-2-SDS3 12 3Y16 T/ 4 (20)'/'x3' (6)'/'x3' 2565 7330 7330 7330. '7330 1845 5280 5280 5280 5280 F22HGUQ210-2-SDS3 12 3%s 916 4 (28)'/.x3" (8)'/,'x3" 3440 7415 7415. 1415 7415 2475 5340 5340 5340 5340 TRIPLE 2x SIZES HGUQ26-3-SDS4.5 12 4'-Ys 5%z 4 12)'/,'x4Yz° 4)'/,'x4Yz' 1635 5040 51fi5 5165 5165 1175 3630 3720HGUQ28-3-_ 4.5 12 4' 6 7% 4 20) Y'x4'/z" 6)'/VX4'/2" 2565 8400 9175 9175 9175 1845 3720 3720 HGU0210-3 SDS4.5 12 4's 9'/, 4 28) y;x4'/Z' 8)'/; x4'/z" 3440 9745. 6050 6605 6605 6605 F22 9745 9745 9745 2475 7015 7015 7015 7015 OUADRUPLE2xSIZES HGUQ26-4-SDS6 12 6'/ 5'/s 4 12)'/."x6' 4)'/;X6' 2375 5040 5165 5165 5165 1710 3630 3720 3720 3720HGUQ284-SDS6 12 6 is 7Ms 4 20)'/,"x6" 6)'/'x6' 4020 8400 8860 8860- 8860 2890 6050 6380 6380HGU0210-4-SDS6 12 6 is 9-Ms 4 28)'/'x6' 8)'/'x6' 4170 10260 10260 10260 10260 6380 F22 3000 7385 7385 7385 7385 4x SIZES HGU046-SDS3 12 3% 4%s 4 12)'/'x3' 4)'/,'x3' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU048-SDS3 12 3% 6Yss 4 20)'/,'xT 6) Ylk3' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280HGUQ410SDS3123% 8% 4 28) Y,'x3' 8) Y,"x3' 3440 7415 7415 7415 7415 F22 53402475534053405340 Uplift loads have been Increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSUTPI 1-2007. Simpson Strong -Tie'= Connector SelectorTM Software includes the evaluation of cross -grain tension in its hanger allowable loads. For additionalinformation, contact Simpson Strong -Tie. 4 Simpson Lrong-Te,Strorg=Drive screws are permitted to be installed throughmetalTrussplatesasapproved6ytheTrussDesigner, provided the requirements of ANWTI'l 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling requiredthroughtheplateusingamaximumofr5 , bit). auo screws mat penetrate all plies of the supporting girder (screws must penetrate a minimum of 1' into the last truss ply) may also be used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be requiredtotransfertheloadtothetrusspliesnotpenetratedbythefacefasteners, as determinedbytheDesigner. 6. The u• gupporting:girder.truss must.have adequate ths,yar ommcdate theiscreeW.'length, -;-. :_ so that the screw does not protrude out the back'of the glydel. 3' or 4'h` long SDS screws - may be substituted for the longer SDS screws with no load reduction. 7. For installations to LSL, use the DF/SP table loads. 137 SIMPSON HTU it Face Nlount Truss Hangers stTOIlgrT7 7 ..::; The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights,' so that full allowable loads (with minimum nailing) apply to heel heights as low as 3%'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to''/ max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %' perASTM D1761 and D7147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Standard Allowahle I nads (%" Maximum Hanger GaD1 HTU26 CO Min. Heel Height Per Table y, ....and...,,", end of trussy carrying member HTU Installation for Standard Allowable Loads For '/z' maximum gap, use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Installation Alternate Installation — HTU28 installed on 2x6 carrying member HT11210 similar) Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Height W H B CarryingMember Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind. 160), Uplifi 16o) Floor 100) Snow 115) 1 Roof 125) Wind 160) Ref. SINGLE 2x SIZES HTU26 3'h 16/e 5'/,e 3'fz 2016d 11 10dx1'h 730 2940 3045 3045 ' 3045 630 1920 1920 1920 1920 HTU26 (Min) HTU26 (Max) 37/a 5'/2 1% 1% 3095 57A6 57/6 3'h 3'h 20-16d 20-16d 14-10dx1'h 2010dx1'h 1250 1555 2940 2940 3200 3340 3200 3600 3200 4010 1075 1335 2015 2530 2015 2870 2015 2015 17 HTU28 (Min) 37/e 16/s 7'/o 3'h 26-16d 1410dX1 1235 3820 3895 3895 3895 1060 2920 2920 29202920 29202920 L17, HTU28 (Max) 7% 1% 7'/,6 3'h 26-16d 26-10dx1'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210 (Min) 3% 18 9'/6 31/2 32-16d 14-10dx11h 1330 4355. 4355 4355 4355: 1145 3265 3265 3265 3265 HTU210 ( Max) 9'/a 1 A 9A6 3'h 32-16d 32-10dx1'h 3315 4705 5345 5760. 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26- 2 (Min) 3% 3i6 57/6 3'h 20-16d 14-10d 1515 r 2940 3340 3600 3910 130.5 2465 2465 2465 2465 HTU26- 2(Max) 51/2 3Y,6 5% 3'h 20-16d 20-10d 2175: 2940 3340 3600 4485 1870 2530 2870 3095 3855 17 HTU28- 2 (Min) HTU28- 2 (Max) 37/ s 7Yo Vs Ve 7'/ e 7% 6 3' h 3'' A 26- 16d 26- 16d 14- 1Od 26- 10d 1530 3485 3820 3820 4310 4340 4310 4680 4310 5850 1315 2995 3235 3285 3235 3730 3235 4025 3235 5030 L17, F22 HTU210- 2(Min) 3% 36/ie 9%6 31/2 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210 2 (Max) 91/ 3s 9'/6 3'fz 3216d 3210d 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and ANSI/TPI 1-2007. Simpson Strong -I ie'° connector )eiecror bouwaie mciuues the evaluation of cross -grain tension in its hanger allowable loads. For additional thecarryingmember. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. information. contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 3. Uplift has been increased for wind or earthquake loading with no further increase 2x carrying members, use N10 (10dxl1/2") nails into the header and reduce the allowed; reduce where other loads govern. 4. Wind (160) is a download rating. allowable download to 0.70 of the table value. The allowable uplift is 100% of 5. For hanger gaps between'/e and Yz use the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with the table load. 8_ NAILS: 16d = 0.162' dia. x 31h" long, 10d = 0.148' dia. x 3' long, 10dxl1/2 = 0. 148' dia. x 11/i long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 2x4 and 2x6 Carrying Member Min, Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Height Carrying Carrying Carried. Uplift Floor Snow Roof Wind Floor Snow Roof Wind Ref. in. Member Member Member 160) : 100) 115) 125) 160) 100) 115) 125) 160) HTU26 ( Min) 3% 2-2x4 10-16d 14-10dx11h 925 1470 1670 1800 2040 V79 1265 1435 1550 1755 HTU26( Max) 5'h 2-2x4 10-16d 20-10dx1'h 1310 1470 1670 1800 2260 1265 1435 1550 1935 17, L17, HTU28( Max) 7Y, 2-2x6 20-16d 26-10dx1'h 1970 2940 3340 3600 3905 2530 2870 3095 3360 F22 HTU210 ( Max) 9'/, 2-2x6 20-16d 32-10dx1'h 2760 2940 3340 3600 ' 3905 1 2375 1 2530 2870 3095 3360 1.. See table above for dimensions.and,additionatlootnotes .. ; 4. NAILS; ;<td,,,162',dia 3'/x lagg 10dx1'h = 0148' dia. x t h long. 2.' Maz1mum hamer gap for th6ahemate installationis Yz' See page-22 23-for other nail sizes and'infomtation. 136 3. Wind ( 160) is a download rating. These products are available with additional corrosion protection. Additional products onjthispagemayalsobeavailablewiththisoption, check with Simpson Strong -Tie for details. Min. Dimensions Fasteners DF/SP Allowable LoadsModel Heel Ga SPF/HF Allowable Loads No. Height W H B Carrying Carried Uplift' Floor, Snow Roof Wind U lift' Floor Snow Root Wind Cadeg Member Member (160) (100 p :Ref. 115) (125) (160) (160) (100) (115) (125) (160) DOUBLE 2x SIZES LUS24-2IN3%2 4-16d 2-16d 440 800 910 985 1250 380 680 780 845 1070LUS2624361831/e -1 1 4-160 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HHU526-2 4-Y6 14 3 s 5'/a 3 14-16d 6-16d 1550 2785 315b 3405 4265. 13HGUS26 35 2390 2710 2925 366524Y61235/6 5'/6 4 20-16d 8-111 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17,F23 LUS28 2 4%18 3'/e 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 .1000 1125 1285 1390 1765HHUS28-2 63;6 14 3% 7Y4 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 441.5 5375 17, F6, L17 HGUS28-2 6% 12 36/6 73) 4 36-16d 12-1bd 3235 7460 7460 7460 7460 2785 6415 6415 6415 53 5 17, L77 F23LU321026% 18 3% 9 2 8-16d 6-16d 1745 1830 9090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17HHUS210-2 8% 14 3% 8% 3 30-16d 10-16d 4000 5635 6380, 6880 7165 3525 4835 5270 5380 5765HGUS210-2 8%, 12 3% 9Y,,6 4 46-t6d 16-16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7825 17 L17, F23 TRIPLE 2x SIZES HGUS26 3 411/i6 12 414;6 5'/z 4 20-16d 8-16d 21i5 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 61Y,6 12 41 s 7% 4 36-16d 12-16d 3235 1460 7460 7460 7460 2785 6415 1 6415 6415 6415HGUS2103813/16 12 415/16 91/. 4 46-16d 16-16d 4095 910D 9100 91o0 9100 3525 7825 17825 7825 7825 17, L17 F23HGUS212-3 105% 12 41 6 10'4 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12'h 4 66-16d 22-16d 5515 moo 10100 10100 10100 4745 8685 1 8685 8685 8685 QUADRUPLE 2x SIZES HGUS26- 4 51h 12 6% 5% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-4 71/ 12 66/6 7MB 4 36 16d 12 i6d 3235 7460 _ 7460 .7460 7460 2785 6415 6415 6415 6415 HGUS210-4 91/ 12 69/6 91;e 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 HGUS212-4 10% 12 6M. 10% 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-4 125/e 12 616 127a 4 66-i6d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 4x SIZES LUS46 4% 18 3% 4M 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HGUS4647/16 12 35/e 4'/16 4 20-1Sd 8-16d 2155 4355 4875 523U 5575 1855 3750 4200 4500 4795 HHUS46V161431A5M. 3 14-t6d 1 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17, L17,F23 LUS48 4% 18 3M/ 6% 2 6-16d 4-16d 1165 1315 1500 1525 2060 1000 1125 1285 1390 1765 HUS4861/a 14 3%6 7 2 6-16d 6-16d 1550 . 1595 1815 1960 2470 1550 1365 1555 1680 2115 17, F6,L17 HHUS48 6% 14 3% 71/a 3 22-i6d 8-16d 2000 4215 4770. 5150 b440 1720 3615 4095 4415 5535 - HGUS4867ti61235/6 7Y6 4 3616d 12-16d 32' 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 LUS410 61/4 18 3'6 R3v 2 8-i6d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS4108'/s 14 35/e 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17, F6, L17 . HGUS410 8%6 12 3% 9'-i6 4 46-16d 16-16d 409.5 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17 F23 HGUS412107/16 12 35/ 10is 4 56-i6d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 '8255 8255 HGU641411Y1612135% 12% 1 -i6d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 17, L17 1. Uplift loads have been increased 60% for wind or earthquake loading with no further ANSI/TPI 1-2007. Simpson Strong -Tie" Connector Selector"A Software includes increaseallowed. For normal loading applications such as cantilever construction - the evaluation of cross -grain tension in its hanger allowable loads. For additional refertoSimpsonStrong -Tie® Connector Selector software or conservatively information, contact Simpson Strong -Tie - dividetheupliftloadby1.6. 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying 2. Wind (160) is a download rating. members, use 16dx2YV nails into the header and 16d commons into the joist with no 3. Minimum heel height shown is required to achieve full table loads. For less than load reduction. With single 2x carrying members, use 10dx1'/V nails into the header minimumheelheight, see technical bulletin T-REDHEEL (see page 232 fordetails). and 10d commons into the joist, and reduce the lead to 0.64 of the table value. 4. Truss chord cross -grain tension may limit allowable loads in accordance with 6. NAILS: 16d = 0.162" dia. x 31h' long. See page 22-23 for other nail sizes and information. i 135 SIMPSON fi PLUS/AMU„S%HUS/HHUS%HGUS/HUSDoubleShear ois tHan9ers, 4qRF4 This product is preferable to similar connectors because of Wv a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. All hangers in this. series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges tumed in for 2-2x (3%") and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Te for details. These products are approved for installation with the Strong -Drive SD Structural -Connector screw. See page 27 for more information. Model No. Min. Heel Height Ga Dimensions Fasteners W H 8 CarryingMember Carried I Member SINGLE 2x SIZES LUS24 2%e 18 1%/ 3:a 1Y.. 4-10d 2-iod WS26 4'/4 19X6 04 1% 4-10d 4-10d MUS26 4"A6 18 1%6 5Y,6 2 6-1Od 610d HUS26 4y/,6 16 lye 5 3 14-16d 6-16d HGUS26 49& 12 1YB 5% 5 20-16d 8-16d LUS28 43/16 18 1Vi6 6% 1% 6-1Dd 4-10d MUS28 6% 18 1`y6 613/,6 2 8-10d 8-1Od HUS28 61/, 16 1% 7 3 22-16d 8-16d HGUS28 6'/16 12 1% 71% 5 36-16d 12-16d LUS210 41/4 18 1%s 713/16 1%810d 410d HUS210 8% 16 lye 9 3 30-16d 10-16d 1. See table on page 135 for allowable loads. 1' for 2x's 11As for 4x's s, C O H C w i B V/ LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) I MUS28 t/ HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) th hf ncuuccu nocI 1-9 Double Shear 1 Dome Double Shear Double I Nailing Nailing Side View Shear Side View (available on Nailing j Do not some models) Top View I bend tab U.S. Patent 5,603,580 OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model No.Uplift'FFI,,r 160)00) Snow=( 125)(161115)) d Uplift' 160) Floo 100) Snow 115) Roof 125) Wind 160) Uplift' 160) Floor 100) Snow 115) Roof 125) Wind 160) Ref. SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17 F6,L17 MUS26 1090 1295 1480 1605 1825 logo 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 1550 2720 3095 3335. 3335 -- 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4360 4885 5230.. 5800 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 LUS28 1165 1100 1255 1360 . F4335 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L1, HUS28 2000 3965. 4120 4220 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 L17 LUS210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 17 F6,LC HUS210- 30DG 4255 4445 4575. ' 5020 '. 3000 4105 4310 - 4A50 1 4 313 2580 - 3150 3315:, 3425.., 3815 134 Note: For dimensions and fastener information, see table above. See table footnotes on page 13b. 1 I r= These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details L CODES: See page 13 for Code Reference Key Chart. Actual Joist Size Model No. Ga Dimensions Min/ Max Fasteners Allowable Loads Code Ref- W H B Face Joist DF/SP Species Header SPF/HF Species Header Uplift 160) Floor 100) Snow 115) Root 125) Floor 100) Snow 115) Roof 125) 13; x 5'h HU1.81/5 14 1' 6 5% 2'h Min 1216d 410dx1'h 610 1785 2015 2165 1540 1735 1865 19, L12, FS1 %6 5% 2'h Max 16-i6d 6-10dx1'h 915 2380 2685 2890 2050 2315 2490 1Y..x7'% HU7 14 1'%6 6'As 2'h Min 12-16d 4-10dxl% 610 1785 2015 2165 1540 1735 1865 Ig F8, L12173466"/,6 2'h Max 16-16d 8-10dx1'h 1515 2380 2685 2890 2050 2315 2490 HUS1.81/10 16 VM6 8% 3 30-16d 10-16d 3000 5135 1 5295 5400 4705 5105 5195 19, F23 1Y.x9'/r HU9 14 113A6 9M6 2'h Min 18-16d 6-10dx1Y 915 2680 3020 3250 2305 2605 2800 ly F8,L121'3ie 9Vi6 231 Max 24-16d 10-10dx1'h 1895 3570 4030 1 4335 3075 3470 3735 HUCQ1.81/9-SDS 19A6 9 3 8-SDS''1WxI%" 4-SDS''/.'x11',' 1505 2000 12300 2500 1440 1655 1800 14US1.81/10 16 11% 8% 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 9,F23 1 % x , 11 -11 /6 HUII 14 VY6 11'/,6 2Yz Min 22-16d 6-10dx1'/z 915 3275 3695 3970 2820 3180 3425 19, L12, F81 "/6 11'fie 2'/2 Max 30-16d 10-10dx1'r4 4465 4705 4810 3845 4340 4600 HUCQ1.81/11 SDS 1'316 it 3 10-SDS''/,'xi%' 4-SDSY,'x13:' 2500 2875 3125 1800 2070 2250 HUS1.81/10 16 1'346 8% 3 30-16d 10-16d K15505 5135 5295 5400 4705 5105 519519,F23 1']16 10Y, 2— 14-i6d 6-10dx1'4 2015 2285 2465 1735 1965 2120 1'/. X 14 HU14 14 VM6 13'Y,6 2% Min 28-i6d 810dx1'h 4165 4420 4505 3590 4050 4335 19, F8, L12 1'Yi6 13"/,6 2'h Max 36-16d 14-10dx1'/2 2015 5055 5275 5420 4615 5000 5130 HUCQ1.81/11-SDS l %6 11 3 10-SDS %*Xl W 4-SDS Ylxt'/' 1505 2500 2875 3125 1800 2070 2250 19. F23 3'h x 7'/, HU48/HUC48 14 3'A6 6%G 2'h Min 10-16d 4-10d 760 1490 1680 1805 1280 1445 1555 19 L17, F63'A6 6136 1 21h Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 H6S48 3% 61%,6 2 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3% 47/,6 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19. F23 HHUS48 14 3% 7V. 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 7'46 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19. F23 U410 16 3`';6 8% 2 14 16d 6-10d 1110 2015 2285 2465 1735 1965 2120 3Yzx 9Y -9'h HUS410 14 3VI6 8'V16 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 19, F8, L12HU410/HUC410 3'/,6 8% 2%2 Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%. 8% 2Y2 Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS410 3% 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ410-SDS 3'A6 9 3 12-SDS'/'x2%' 6-SDS'/.'x2'/z' 2510 4680 4955 4955 3370 3570 3570 HGUS48 12 3'6 7'/,6 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19, F23 HGUS410 3% 9'/,6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 U410 16 3`346 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 3'/2X HUS412 14 1016 2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 19, F8, L12HU412/HUC412 3'/,6 106A6 2'h Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315 2490 3'A6 10'/16 2'h Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ412-SDS 3Y16 11 3 14-SDS'/.'x2'h' 6-SDS'%'x2'h' 2510 5460 5560 5560 3930 4000 4000 HGUS48 12 3% 7'A6 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 9, F23HGUS4103% 9'/,6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 3% 107/,6 4 56-16d 20-16d 5045 9600 9660 96GO 8255 8255 8255 U414 16 3% 10 2 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 3'h x14 HU416/HUC416 14 3% 13% 2'A2 Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19, F8, L12354613% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 H 3% 9'/16 3- 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910HGHUS410US410123Ye9446-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19, F23HGUS4143% 127A6 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 39/6 11 3 14-SDS'/a'x2'h' 6-SDS Yi x2'r4' 2510 5460 5560 5560 3930 4000 4000 HU41fi/HUC416 14 3% 13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 Ig F8, L1231,6 13% 2'h Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3'h x16 HGUS410 12 3% 9%6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19, F23 HGUS412 3% 10'/,6 4 56-16d 20-16d 5045 9600 9600 .9600 8255 8255 8255 HGUS414 3% 12%6 4 66 l6d 22 l6d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 33 6 11 3 14-SDS''/.'x2'h' 1 6-SDS''1/ x21A' 2510 5460 5560 5560 3930 4D00 4000 1. Uplift loads based on DF/SP lumber and have been increased for wind or 4. MIN nailing quantity and load values—fifl all round holes; earthquake loading with no further increase allowed. Reduce where other loads MAX nailing quantity and load values —fill all round and triangle holes. govern. For SPF/HF, use 0.86 x OF/SP Uplift Load for products requiring nails 5. Hangers sorted In order of recommended selection for best overall and 0.72 x OF/SP Uplift Load for. products -requiring r ws -_ _ TT `p for(A riCe and iiisfallatiefi value. ' "' " ' 2. 10d commods or 16d sinkers may be used instead of the specified16d at 6. Allowable downloads are based on a joist bearing capacity of 750 psi. 0.84 of the table load value. 7. NAILS: 16d = 0.162' dia. x 3'/2' long, 10d = 0.148' dia. x 3' long, 1053. 16d sinkers may be used instead of the specified 10d commons with no load reduction. 10dx1 %2 = 0.148' dia. x 1 W long. See page 22-23 for other nail saes and information. h C_,, This product is preferable to similar connectors because of a) easier installatlon, h) higher loads, c) lower installed cost, or a combination of these features. The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 4x2 floor trusses and 4x beams, the THAR/1_422 has a standard skew of 45°. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof4x2trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAX® coating; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: Top Flange Installation —The straps must be field formed over the header — see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top nails shall not be within %a' from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and intotheheader. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation —Install all face nails according to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, the lowest 4 face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face mount installation and achieve the face mount installation loads. Install the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that theypenetratethroughthecornerofthejoistintotheheader. Uplift —Lowest face nails must be filled to achieve uplift loads. OPTIONS: • THA hangers available with the header flanges turned in for 3%e except THA413) and larger, with no load reduction — order THAC hanger. CODES: See page 13 for Code Reference Key Chart. Double Double Shear ShearNailing Side View Nailing i Do not bend tab Top View unless otherwise noted Attachment Top nails per table ofnailerperDesigner . SINiPSONi StrongTie' i Typical THA Top Flange Installation Face nails per table min.''/ 4' f d omage)VAP01-Typical THA29' Face Mount Installation r-• I— THAG422 - Straighten the double shear nailing tabs and install nails straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) 1- W for THAC422 ,,,.1 Wit- V.: ZYe' for THA422-2 THAC422 THAR/L422 These products are available with additional corrosion protection. Additional nmdurtc nn tmc 2 < mom„ 1.,—:,..— Dome Double Shear Nailing Side View available on some models) U. S. Patent 5,603,580 Minimum Carried Memher sink Model N0 Ga Dimensions W H C Min 7 To FlaogMin. Header De th pFasteners' Carrying Carried Member Member ro Face I Strai ht Slant OF/ SP Allowable Loads 2 UpliftFloor Snow Ro°f 160) ( 100) (115) (i25) y- 1 ouuny-rre SPF/ HF Allowable Loads Uplift2 Floor Snow Roof 160) ( 100) (115) (125) fur oerans. Code Ref. TOP FLANGE INSTALLATION 2x42X6 THA29 THA213 18 18 1% 1 911/ 6 135/ e 5% 1 5'/ z 27/ s 4-10d 4-10d 4-10d 560 2260 2310 2350 480 1740 1785 1815 2x6 18 THA21818 1s/ 17'/e 5'/z 1'/ z 2 410d 210d 410d 210d 4- 10dx1'/2 410dx1'/ z 1615 1615 1615 1280 1280 128D 2 2x10 THA222-2 16 3Ye 17'Ys 8 2 4-i6d 216d 6 lOd 1615 1615 1615 1280 1280 1280 2 2x10 THA222 2 16 3'/e 22 e 8 2 4-16d 216d 610d 2245 2245 2245 I r 19351935 1935 18, F7, 4x6 THA413 18 36/ 133;e 4'/z 1Y 410d 210d 410d 2245 1615 2245 1615 2245 1 1935 1935 L15 4x10 4X10 THA418 THA 422 16 35/e 17'/z 7% 2 4-16d 2-16d 6-10d 2245 2245 1615 2245 1280 1935 1935 2801280 12804x10 THA426 16 14 36/ e 3Y. 22 26 7% 77/ s 2 2 4 16d 216d 6-10d 2245. 2245 2245. 1935 1935 1935 Ax10 THAR/L42216 36/a 223e 8 2'/z 416d 4-16d 410d 2lOd 6- i6d 1- 10d 2435 2435 2435 2095 2095 2095 . F23 4x10 THAR/L422 16 36/ 226/e 8 2'/z 410d 8-10d 1-10d 2- 1Odx1'A 2- 10dxl %2 310 109D4109041090' 1675 1675 1675 260 915' 1405 915' 915' 18, F7, L15 24x10THA422-2 2 4x10 THA426-2 14 14 7'/ 4 7'/ 4 22" 11s 26Ys 9'/, 2 4-16d 4-16d 6-16d 3330 3330 3330 2865 1405 2865 1405 2865 93/. 2 4-16d 4-1 of 6-16d 3330 3330 3330 2865 2865 2865 170 FACE MOUNT INSTALLATION 2x4THA29182x6' THA213 18 1% 15/ e 911/ 16 13 5'/ e 5'/ z 9"/, 6 16-10d 4-10d 560 2125 2310 2350 480 1740 1785 1815 2x6 THA218 18 16/a s 173/ 6 5'/2 13 c 173/ s 14 10d 18- 10d 4 10d1 1170 IL195 11840 118701 780 1385 1425 1450 2 2x10 THA218-2 16 3'1 1711A. 8 14'/16 22-16d 4 10d 1170 1795 1840 1870 780 1385 1425 1450 1450 e 2x10 THA222-2 16 3'/e 22M6 8 14'/s 22 16d 6 i6d 1855 3695 3695 3695 1595 3185 3185 18, F7, 4x6 THA413 18 36/e 136/is 41/2 13% 14-10d 6 16d 1855 3695 3695 3695 1595 3185 3185 3185 3185 3185 3185 L154x10 THA418 16 3 17'/2 77A 14'/s 22-160 4lOd 1170 1940 2235 24D0 780 1910 2075 4x10 THA422 16 3% 22 77/e 141/i6 22-i6d 6 16d 1855 3695 3695 3695 1595 3180 3185 4x10 THA426 14 .1/s 26 77/e 16'/1s 30161 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 2 4x10 THA422-2 14 7% 221/6 9% 16% 30-16d I— 616d 1B55 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 T14A426-2 14 7'/4 26146 03Z 18 38-16d 6 i6d 1855 5160 5520 5520 1595 4440 4745 4745 170 1 16d 6 16d 1855 5520 5520 5520 1595 4440 4745 4745 0 ers may be used to replace 16d commons at 0.85 of table load. 5. For top flange installation on a nailer (see detail above), install joist nails straight by bending 2. Uplifthasbeenincreasedforwindorearthquakeloadingwithnothedoublesheartabs. further increase allowed; reduce where other loads govern6. For single 2x and 3x nailers, the following THA hangers ,can be installerLu i, m+nd_r1Y, tnp nails a 3.,RoufJoads:aa3?59 of Floor -loads unless hmife'd'by othercut a ,: `; and 2r1.6d face nails' witti'reduced`allowable loads as rioted: THA41WTHA41Ln;415 Ibs:-for DFL 4. THAR/L422rziiitA4-10d top - nails anT2-10d face nails: When the 1215 lbs. for SPF; THA426: 2245 lbs. for DFL, 1930 lbs. for SPF. 7. Min. Top Flange refers to the minimum length of strap that must be field farmed over the header: hanger height isbetween9'to 12% the allowable download is 1440 lbs. for DFL and 1210 lbs. for SPF. No further increase allowed. 8. NAILS: 16d = 0.162' dia. x 3'h' long, 16dx2'h = 0.162' dia. x 21/V long, 10d = 0.148' dia. x 3' long, 10dx1'/2 = 0.148' dia. x 1 /2 long. page age 22-23forother nail sizes and information. 89 Z VALLEY FRAMING:&, BRACING DETAIL Lumber Size.and Grade Minumum Requirements lC i Ridge board.» 2x6 (m,n) p2 Southern Pine.or better, { 2x4 SL IN 6 i Rafter spans x0'-h" or Tess-. (A) 2x6 SP 1r2SDF #TJax, OF k2 ar better. ( `Ii TRUSS,( BI Zx65P 02 SPF ai/K2 of p2-or better` ji! 1 TRUSS -UNDER` VALLEY FRAMING - r' :.purlins%Lateralbracing_.•2x6SPFf(2,HF4Z.OFXZor.better ,I (; i !!. 1 VALLEY RAFTER OR RIDGE Sleepernm.Zx(widthofra?ter seat cut) SPF R3 or better V (' i I f, an 'CRIPPLE 2.Parallel 2x6:SPF #3 i ( fl' I l , +Cripples 4'-0" for 30 pst (TL) and 20 psf (TO):;Max. Cripples and blockirty-. 2k6 SPF 43 or better Space the crippes for each raw starting from the valleys or sleepers 7 russ selow_ see design=southern Pine Material: -. '- + and working inward to the rldg4 board so that cripple locations arc staggered between rows- J SECTION -CUT PARALLEL TO VALLEY RAFTER A),( S) RAFTER T- rP:. t _ RIDGE 7 t a BOARO (' COLLAR BEAM, EYRY THIRD: p 2X6) .'PAIR OFRAFTERB. — ROOF PLAN rC%int'L CtIC3f1 Requiremerft hlOt'S.; Si 1, 2.6 rafters-to=ridg"e 416d the-na3is. SEECRIPPLE, BRA N 'f2 " Attachment can be`made directly2• Cripple,io ridge. 416d toe -nails BLOCKING NOTE - 3 TOTS or through plywood sheathing 3. Cripple to rafter 416d toe -nails 3; t of MAX SPACING + a 2'xW' notch in sheathing ("') $ 16d face nails: of Height 3 ( I by CutCin,g 4. Rafter to sleeper or blocking 516d toe nails rACING 4'-0':' TYPICAL <'-0'• TYPICAL 4'A" TYPICAL Rafter to two12x6 sleepers 4 16d toe nails S. . Sleeper to truss 4 16dtoe-nails ` Two 2x6 sleepers to truss 3 16e d tonails eachsleeper &truss , z 6. Ridge board td roof.block 416d toe -nails p 8 p BEVEL RAFTER CUT AS REQ_`D FOR PITCH 7, •Ridge board to trUSS: 4 16d toe -nails; o4 6 B. Purlin to (Typ) 3 16d toe -nails. ql _ - 9- Truss to blocking 4 16d toe nails r. 10. 'Truss to cripple 4 26d toe -nails # f TYPICAL COMMONS 2. 4 Pulin 24':'-0 VV SH EATHIN(designed by ;iY others) 11. Truss,' russ to Cripple4 16d toe -nails` 2x4+BL CKiN( 3- lNhera no sAoathing applied). ' Zx4 BLOCKING. 12. Cripple to Pullin 3 16d toe -trails; - GENERAL OtES CRIPPLE'' BRACING ,& BLOCKING SLEEPERS 13. Conarbeaintprafter 41 ins req 24 O-C. ( 2x4 continuous lateral restraint (CLR):mrnNO$ r EQUIR I F E qplywood 9 - „ q ,od for cripples 5'-0";to 10' 0" 1Ong NOTE: 15d (0. 162"x3,5") COMMON NAILS d toe•nails- Purlins re ulred' 2'-0" O.C. In absence of 1 wpod sheat4ln g Trusses without sheathing applied must be: evaluated_accordingly; nailed wt 2 -10d (0.148 xli) nails, Or 2x4 r or scab reinforcement nailed to flat ettgs - Purlins should overtap sheathing one truss: spacing minimum: of cripple with 10d j0.126"x3;0") nails at6' o.c. "T"-or scab must be 96%,of cripple length:. 1n cases that this is impractical, ovoilap sheathing a minimum; Cripples over 10'-0 long requre two CLRs or both faces it "T" or'scab.; Use stress' of 6", and nail upwards through sheathing nto.puriin with a graded lumbar & box or common nails. minimum of a- 8d (0.l3l"x2.5" ),common wire nails.: - -.Narrow edge of cripple can Lace ridge or, rafter,.: Effects of;nbt providing sheathing;. below a valley set as long as the proper number --of nails are - must be evaluated by the building designer; installed Into ridge board , 4nstail blocking under rafter if?sleepers are not used. - This drawing applies to. valleys with the following conditions:. if ` i - -install blocking under cripples it cripples fall between. E W!r Spans (distance betweenheeis)40'-0"'or less i - lower trusstop chords and taukal bracing Is not`used. V Maximum'valley height 14-0` ` Apply all nailing in:accordance to current NOS requirements. Maximum1nean root•height: 30 feet Nails are common wire nails unless noted otherwise. f A$CE } 7 05, 140 mph, Enclosed, Cat It, Exp B,a=1,0, kit--1.0 Ar A Maximum of ASCE 7-10, 1$0 mph, Enclosed, Ezp 0, Kxt=1.0: , A) ,l' Y... ( W WAD AND FMADV'ALL NU= Oil THIS DRAV.BU; '' - 0VOxnv:Te I MASH nus u+avrrc M ALL CDMACTatS INCtLMING THE DST&LE E Z ,tt ppyy t . :? I i. <37' 3Ct 40 4 ` 2EP ht l L ti 1'( r1'r4I tiG irus srs rtquty extrw. e core h fabr4catirii, hanc4'm4 Wpptp, install brne•,y sRefer: cJ. uw toar q 4: folltaeaat sewn of =acst eern. m,p; co onantsaftty Intarnaefan and y TP]--s>nr.fogw vtr._ },,, ;, 11O tiT. 'LC) r". C) 'l T I L /tt) 3.4 f\ proeticts P'14r' 't0 ptrfornktiq LtYst funetkxrs Instaeer;s Shall prorl6t trnpdrary tiracL±p prC • ' PC t: L"—. ro oVr 4. top ,I— d .-it Haut o•Hz cma«+.rn Ch ai s .atHnp.ana bot on a d " 13!:; 'lal_, ) O u'i a DRWIS VACNV1801015' sfwtt t+xva a. troper(YnttatMorfpY! rr4tp. Locations ewm for. pernanen-t lateral rez ruk tgrF . bti STATE y - ` i U. VIA shatt.}nve hr^nei'.+ C hstaUrd Gar DfSi seethrss. 83. 7i or SD, s.. PiKkr+{t Apply dotal to eater fn_ L"D oF- kr ss awPtwo: xH Bad . s ` 3 1 l U J 0 0 o: RtFii' to A•-atbr C66A-2 for. standard platr'posttioru. µPine tlhtskx, of Iry iultehp CoeWnrsnls, Graq Inc. sJ+etl naF oe responslbte for a. •: 4•V zO `r'r 6 1 Mf fiw NMAf NY Nis dr-ott+e, any F" -t to biLtd it. _k•lis, h cwftr, w,ce sM 'ANSI/TP1,1, oc for txirr6i-p O RI'D • lit' xntatblk. t bCtic1*rp,of t....... .! •• tw . er-"• (. . A teal m Ifix.`drettre or corer poet 4ica'+9 thk ataMr+p, txsoxees ecceptvicr ofofess#rai',y ,} -- w- r ' a m e<y fcr, w d.:ryt 4— rr e . eear u eysxssiTpt `i se i a a• V L rG p I; l ' C 1 3.<: laAa .ri t)r^re AIPAEr lnrtlpneltr.Cbrt) TPL ti of it+ r =A:4 9 P"' Cry, i1C. E]C:s ror.wty tits ,job's penrroi notes pnae era false rib tta l4'"`.:"` tpixtarasacA.....:bndstrroror<tx... fexas 7: S?'t:. l\C; z L,ABOVE Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Ciba Infirm 1•i n ustomer:, vCarpenter Contractors of America Job Number: N330090 obDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Wdress: City, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name: I License # Address: City, State, Zip: State: esign Code: FBC 6th Edition (2017) View Version: 17.02.02.1213.21 JRef #: 1 W7U89750056 Vind Standard: ASCE7_10 Wind Speed (mph): 150 Roof Load (psf): 20.00-10.00- 0.00- Floor Load (pst): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 53 truss drawings and 4 details. Item Seal # Truss 1 022.18.1024.39980 Al 3 022.18.1024.39324 A3 5 022.18.1024.38699 A5G 7 022.18.1024.39869 B1G 9 022.18.1024.38949 B3 11 022.18.1024.39573 B5G 13 022.18.1024.39074 C1 15 022.18.1024.38808 C3 17 022.18.1024.39338 MG1 19 022.18.1024.39323 MV4 21 022.18.1024.38839 FG1 23 022.18.1024.39684 FG3 25 022.18.1024.38838 HJ7 27 022.18.1024.39824 HJ5 29 022.18.1024.31666 EJ7 31 022.18.1024.38948 EJ5 33 022.18.1024.38575 CJ5 35 022.18.1024.39729 CJ3A Item Seal # Truss 2 022.18.1024.39433 A2 4 022,18.1024.39198 A4 6 022.18'.1024.39557 A6G 8 022.18.1024.38683 B2 10 022.18.1024.39057 B4 12 022.18.1024.38963 L1G 14 022.18.1024.39619 C2 16 022.18.1024.39683 C4G 18 022.18.1024.39588 MV6 20 022.18.1024.39463 MV2 22 022.18.1024.39183 FG2 24 022.18.1024.39511 FG4 26 022.18.1024.39027 HJ7L 28 022.18.1024.38713 HJ3 30 022.18.1024.38840 ERL 32 022.18.1024.38729 EJ3G 34 022.18.1024.3997444 CJ3 h r£ t try 36 022.18.1024 is u en as Dean eEC rorFCk. f a pgl ttR]rtat SR eati re. Printed copies without an original signature must tie verified usimathe original eSectranic version. 70815t t s STAVE- Cyr 4V e 4 01 / 23/2019 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018a9:4934 PM saPavr. Cifn Infnrmnfinn Customer: v Carpenter Contractors of America Job Number: N330090 JobDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Address: City, State, Zip: Item Seal # Truss 37 022.18.1024.39854 CJ51- 39 022.18.1024.38574 CJ11- 41 022.18.1024.39448 FT2 43 022.18.1024.39182 FT4 45 022.18.1024.38433 FT5GE 47 022.18.1024.39995 FT7 49 022.18.1024.39385 FT9 51 022.18.1024.38588 FT11 53 022.18.1024.39152 FT13 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 022.18.1024.38432 CJ3L 40 022.18.1024.39277 FT1GE 42 022.18.1024.38276 FT3 44 022.18.1024.38917 FT4A 46 022.18.1024.39073 FT6 48 022.18.1024.38604 FT8 50 022.18.1024.39825 FT10 52 022.18.1024.38416 FT12 This dscnment has been erectroricslfy J- er o-Prf uRinpa Iligitat S,ir nxh re. Printed copieswithout an original signature mu st t e verified u s inq the orictinat electronic: version. ptt{ 11tiMltlgM R Nq. 7C81 t 7 C STATIE OF.oFR r RN 01/ 23/2018 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 9:49:34 PM Job Number: N330090 Ply: 1 SEQN: 10236 / T5 COMN Cust: R8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 6 FROM: JJP DnvNo: 022.18.1024.39980 Truss Label: At SIN / WHK 01/22/2018 T 0 3 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 10"9 15' 22' 1"7 T10"9 - T1"7 T1'7 1' T9"4 7'9"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.91 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 1114X6D 30' T2"12 15' T2"12 22'2"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.100 1 999 360 ILL: NA Cs: NA VERT(TL): 0.383 1 999 240 Snow Duration: NA HORZ(LL): 0.045 H - - HORZ(TL): 0.110 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.972 TPI Std: 2014 Max BC CSI: 0.927 Rep Factors Used: Yes Max Web CSI: 0.417 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 g., r f 41 it 1 R: AN i SAT 0 0 06 4 coac QNAL 01 /23/2018 30' T 10"9 T9"4 1 30 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1543 1430 / 1027 / - / 287 / 4.0 F 1543 / 430 / 1027/ - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.1 F Min Brg Width Req = 2.1 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 977 - 2570 D - E 783 -1773 C - D 783 -1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - J 2192 - 720 1 - H 2189 - 742 J - 1 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 413 - 822 1 - E 413 - 822 D - 1 935 - 383 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a propperly attached rigid telling Locations shown forpermanent lateral restraint of webs shall have braclnq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the RN COMPMY truss in conformance with ANSIr PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pprofessional engineerinq responsibility solely for the design shown. The suitability Suite 150 and useofthis awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineit-com; TPI: w Apinst.org; SBCA: w .sbcindust .com; ICC: ewJccsafe. org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10237 / T4 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qly: 2 FROM: JRH DrwNo: 022.18.1024.39433 Truss Label: A2 KM / DF 01/22/2018 6'9"4 13' 17' 6,9"4 6'2,12 '{" 4' 1' 10, 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47.00 Mean Height: 23.41 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 4XD6 T2 —4E6 30' 5, + 5, 15' 20' 23'2"12 6'2" 12 39 6'9" 4 10, 1 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.073 J 999 360 B 1548 / 433 / 1032/ - / 254 4.0 Lu: NA Cs: NA VERT(TL): 0.281 J 999 240 G 1548 / 433 / 1032/ - / - 4.0 Snow Duration: NA HORZ(LL): 0.027 1 - - Wind reactions based on MWFRS HORZ(TL): 0.066 1 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 7Max TC CSI.' 0.451 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.449 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.243 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 B - C 1058 -2598 E - F 990 -2227 C - D 990 - 2227 F - G 1057 - 2598 D - E 851 -1642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2237 - 812 J - 1 1635 - 523 K - J 1635 - 501 1 - G 2237 - 840 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 310 - 508 E - 1 607 - 243 K - D 607 - 243 1 - F 310 - 508 rE 7,08 e A{ 4: Pq j i i « ee«!ter«• COA /0iUA i> pJul"06ptn 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, an in shipping, installing.and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rm ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, as appllcab-le. Apply plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANf CWMNY truss in conformance with ANSIrTPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover paqe, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpprog'essiona9 engineering responsibility solely for the design shown. The su,Pa iIity Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or9 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10238 / T3 / HIPS Cust: R R8975 JRef: 1 W7U89750056 TEEN' BUILDER Qty: 2 FROM:JRH DrwNo: 022.18.1024.39324 Truss Label: A3 KM / DF 01/22/2018 5' 11 "4 11' 19' 23' 10"2 30' f 511"4 5'0"12 t 8' f' 410-2 6,1"14 5X5 =5E5 D T2 12 6 2X4 W i 2 F4C o_ n a) n into B G a3 A H 4X6(A2) 5X8 =6X6 =4X6(A2) 30' 1' 10, 10' 10' 1' 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.100 1 999 360 B 1596 / 671 / 1031 / - / 220 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 I 999 240 G 1618 / 671 / 1031 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.040 1 - - Wind reactions based on MWFRS EXP: C Des Ld: 47.00 HORZ TL 0.092 I B Min Br Width Re 1.9gq = Mean Height: 22.91 ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 2.0 G Min Brg Width Req = 1.9 TCDL: 4.2 psf 0. Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.922 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.878 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.210 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 1137 - 2730 E - F 1031 - 2415 C - D 1026 - 2362 F - G 1130 - 2771 Lumber D - E 948 -1956 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lumber value set " 13B" uses design values B - J 2357 - 902 1 - G 2390 - 892 approved 1/30/2013 by ALSC J - 1 1995 -647 Bracing Maximum Web Forces Per Ply (Ibs) a) 1X4 #33RB or better continuous lateral restraint Webs Tens.Comp. Webs Tens. Comp. to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be C - J 285 -387 E - 1 552 -178 supplied and attached at both ends to a suitable J - D 544 -168 1 - F 281 - 378 support by erection contractor. a) or scab reinforcement may be used in lieu of CLR gi1.06ttlIitglrt/r ? iyitrestraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab CAA pii t H, reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun 6" Se,•°«+LjE S«• i/'' nails @ oc. e• Loading x o.7108Trusspassedcheckfor20psfadditionalbottoma chord live load in areas with 42"-high x 24"-wide clearance. Wind i . . s T aa Wind loads based on MWFRS with additional C&C e All ememberdesign. 0.4 i COA wort 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall Locations forlateral have properly attached structural sheathing and bottom chord shall have a pro erly restraint ofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, attached rigidceilinclshownpermanentasapplicable. Apply plates to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. Refer to position drawings160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN nw COMPANY this drawing truss inconformancewithANSI/TPI 1, or for handling' shipping, drawing, listing thisdrawingindicatesinstallation and bracing of,trussesA seal on or cover pa e, , 2400 Lake Orange Dr. responsibility solely for the design shown. The suit9ability acceptance ofpprioessionaQengineeringSuite150 and useofthisforanystructureisfIneresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's generaI notes page and these web sites: ALPINE: www.al pineitw.Corn; TPI: www. tipinst. or ; SBCA: www.sbandust .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10239 / T2 / HIPS Cusl: R R8975 JRef: 1 W7U89750056 TEErl BUILDER Qty: 2 FROM: JJP DrwNo: 022.18.1024.39198 Truss Label: A4 KM / DF 01/22/2018 9' 15' 21' 30' 9, 6' 6' 9' 6X6 =4X4 =6X6 C D T2 E 12 6 O N a B c'J F a_3 A G 3X6(A1) - 6X6 =6X6 3X6(A1) 30' j 1' 10, 10, 10, 1' 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.083 D 999 360 B 1548 / 659 / 1023/ - / 187 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.320 D 999 240 F 1548 / 659 / 1023/ - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS EXP: C HORZ TL 0.087 HDesLd: CL B Min Br Width Req = 1.8g g Code I Misc Criteria CreepFactor: 2.010. 00 Mean Height: 22.41 ft NCBCLL: 00 F Min Brg Width Req = 1.8 TCDL: 4.2 psf 0. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.799Soffit: 0.00 Bearings B & F are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,855 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.262 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 1024 -2467 D - E 1043 -2171 C - D 1044 - 2171 E - F 1024 - 2467 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - 1 2080 - 756 H - F 2080 - 774 Lumber value set '13B" uses design values I - H 2383 -886 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C - I 517 -124 H - E 517 124 member design. wL t1LSiH Ii ILUGtItI„ t Yl j G S •+ iS r V s L a • SAT 0 ' L .. NCOA , w 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers temporary ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these shall provide bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqihslalledperBCSIsectionshavea pro erly B3, B7or910, as applicable, Apply Oates to each faceoftruss and position as shown above and on the Joinf-Details, unless noted otherwise. drawings 160A-Z forstandardplatepositions. Refer to ALPINE Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY this drawing or cover truss In conformance withANSI/TPI 1, or for handling, shipping, Installation and bracing of,trussesA seal on indicates responsibility solely for the design shown. page.. 2400 Lake Orange Dr. The sui ability listingthisdrawingacceptanceofproessionaengineeringanduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: www.Iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10240 / T1 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH Dnallo: 022.18.1024.38699 Truss Label: A5G KM / DF 01/22/2018 T 3' 3 3' 3 1' 6'10"4 6' 10"4 7' 3-9" 112.12 15'7'4 23' 4'212 4-4"8 7'4"12 8X8 =4X6 112X4 T2 -8XS D E F Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47.00 Mean Height: 21.91 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP 2400f-2.OE: T3 2x4 SP 2400f-2.OE: Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2 2x4 SP #2 N: W6 2x6 SP #2 N: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. 30' 30' 7' Nt a 8'9" 1 7'6"8 1 6'10"4 1 1' 1574 23' 1"12 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.259 F 999 360 Lu: NA Cs: NA VERT(TL): 0.972 F 579 240 Snow Duration: NA HORZ(LL): 0.060 J - - HORZ(TL): 0.143 J Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.974 TPI Std: 2014 Max BC CSI: 0.744 Rep Factors Used: Yes Max Web CSI: 0.857 FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 17.02.02A.1213.21 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 7.00 TC: From 39 plf at 7.00 to 39 plf at 15.60 TC: From 78 plf at 15.60 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 7.05 BC: From 10 plf at 7.05 to 10 plf at 15.60 BC: From 20 plf at 15.60 to 20 plf at 30.00 TC: 438 lb Conc. Load at 7.05 TC: 101 lb Conc. Load at 7.06 TC: 237 lb Conc. Load at 9.06,11.06,13.06,15.00 BC: 583 lb Conc. Load at 7.05 BC: 136 lb Conc. Load at 9.06,11.06,13.06,15.00 BC: 1498 lb Conc. Load at 15.60 01 /23/2018 e Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3759 / 1365 / - / - / - / 4.0 H 3028 / 1149 / - / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 3.1 H Min Brg Width Req = 2.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 2753 - 7692 E - F 3366 - 9482 C - D 2635 - 7593 F - G 3367 - 9483 D - E 2310 - 6681 G - H 2217 - 5983 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 6803 - 2425 K - J 5269 -1931 L - K 8544 - 3066 J - H 5275 - 1929 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - D 2414 - 661 F - K 416 - 704 L - E 958 - 2360 K - G 4642 -1581 E - K 1186 - 380 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedriqidceilinclLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 10, as applicable. Apply plates to each facePI or and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN riw COMPANY truss in conformance with ANSI/l Pl 1, or for handling,shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproesslonagengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite Lake and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10241 / T6 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: HMT DrwNo: 022.18.1024.39557 Truss Label: A6G KM / DF 01/22/2018 T 101"12 15 19'10"4 23' 30' T 3'1"12 4'10"4 4'10"4 1 3'1"12 7' 6X6 4X4 III4X4 =4X4 =6X6 C D E T2 F G T 12 6 M O M B ML" H A 2X4 SS0712 =4X8 =SS0712 1112X4 5X2X4(C2) 1 2X4(C2) 2) 30' 1' 6'10"4 3'1"12 5' 5' 3'1"12 6'10"4 1' 6'10"4 10' + 15' 20' + 23'1"12 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.254 E 999 360 B 3047 / 1238 / - / - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.985 E 575 240 H 3048 / 1239 / - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.077 J - - Wind reactions based on MWFRS EXP: C Des Ld: 47.00 0.188 J B Min Br Width Re 2.5HORZ (TL ) g q Mean Height: 21.91 ft NCBCLL: 0.00 g Code / Misc Criteria Creep Factor: 2.0 H Min Big Width Req = 2.5 TCDL: 4.2 psf Soffit: 0.00 Bearings B & H are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.681 g g BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.729 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.02A.1213.21 B - C 2370 - 5870 E - F 2866 - 7185 C - D 2526 -6332 F - G 2526 -6334 Lumber D - E 2866 - 7185 G - H 2372 - 5872 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2.OE Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - N 5148 -2055 L - K 6435 -2578 Lumber value set '1313" uses design values N - M 5121 - 2049 K - J 5123 - 2050 approved 1/30/2013 by ALSC M - L 6434 -2577 J - H 5150 -2056 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs. Webs Tens.Comp. Webs Tens. Comp. Wind N - C 643 -146 L - F 922 - 354 Wind loads and reactions based on MWFRS. C - M 1913 -752 F - K 642 - 1252 plutHtttiltptN frt M - D 643 -1253 K - G 1912 - 751 D L 924 355 G J 645 147 1jY E - L 545 - 856 e;' f `' Fl 3+`` O COA #o r„QNA 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, r installing and bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers temporaryComponentSafetyInformation, by TPI and SBCA) safety practices prior to performing these shall provide bracing BCSI. Unless have sheathing and bottom chord shall have apernotedotherwise,top chord shallattachedrigidceilingLocationsshownforpermanentlateral properly attached structural propperly restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer toOatesdrawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN oM,gH truss in conformance with ANSI/ PI 1, or for hand! 4 shlppinlq, installation and bracing of trussesA seal on this drawing or cover page.. 240o Lake Orange Dr. listing this drawing indicates for the design shown. The suitabilityacceptanceofproessiona. engineering responsibility solelyanduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerper ANSUTPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN: 10242 / T26 / COMN Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39869 Truss Label: B1G KM / DF 01/2212018 2 Complete Trusses Required 5'6"12 10,8" IFT4 21'4" 5'6"12 ' 1" 51 A i 5'1" 4 {` 56"12 55 Loading Criteria ( psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP:C Des Ld: 47. 00 Mean Height: 15.00 ft NCBCLL:0.00 TCDL:4.2'psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1. 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP # 3 Lumber value set ' 13B" uses design values approved 1/30/ 2013 by ALSC Bracing a) 1X4 # 3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113" x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote Nail Schedule: 0. 128"xY nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.= 1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 15.80 TC: From 39 plf at 15.80 to 39 plf at 18.47 TC: From 78 plf at 18.47 to 78 plf at 22.33 BC: From 20 plf at 0.00 to 20 plf at 15.80 BC: From 10 plf at 15.80 to 10 plf at 18.47 BC: From 20 plf at 18.47 to 20 plf at 21.33 BC: 3753 lb Conc. Load at 15.80 BC: 1263 lb Conc. Load at 18.47 4x4 D 5' 3" 10' 8" Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA 21'4" Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0. 088 H 999 360 VERT(TL): 0. 328 H 999 240 HORZ(LL): 0. 019 H - - HORZ(TL): 0. 045 H - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.658 TPI Std: 2014 Max BC CSI: 0.597 Rep Factors Used: No Max Web CSI: 0.838 FT/RT:20( 0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 Wind Wind loads and reactions based on MWFRS. e c p/ coA # o ,,, Q A, `` ts9r 01 /23/ 2018 4'11' 1, 20' 10" 6" H4,. Maximum Reactions ( Ibs) Loc R /U / Rw /Rh /RL /W B 2222 / 466 / - / - / - / 8.0 F 4909 / 779 / - / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 2.0 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 401 - 2091 D - E 327 - 1863 C - D 328 - 1865 E - F 663 - 4470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1836 - 342 1 - H 3909 - 573 J - 1 1836 - 343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - 1 1416 - 173 E - H 2201 - 228 1 - E 338 - 2573 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rlpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 10 as applicable. Apply Oates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard platepositions. Alpine, a division of ITW BuildincL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m9 COMPANY truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover pac e, . 2400 Lake Orange Dr. . listing this drawing indicates acceptance ofprog'essionag engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing foranystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job' s general notes page and these web sites: ALPINE: www.alpineitw.corn; TPI: w Jpinst.or ; SBCA: www.sbcindustr .corn; ICC: w Jccsafe.org Orlando FL, 32837 Job Number TEEN BUILDER Truss Label: B2 Loading Criteria (ps0 TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 55" 5'5" 8' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 Qty: 1 10'8" 5'3" 4X4D 21'4" 54" 13'4" SEQN: 10243 / T25 / COMN Cust: R R8975 JRef: 1 W7U89750056 FROM: JLJ DrwNo: 022.18.1024.38683 KM / DF 01/22/2018 15'11" 5'3" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.049 1 999 360 Lu: NA Cs: NA VERT(TL): 0.186 1 999 240 Snow Duration: NA HORZ(LL): 0.020 H - - HORZ(TL): 0.049 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.375 TPI Std: 2014 Max BC CSI: 0.688 Rep Factors Used: Yes Max Web CSI: 0.177 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 Vr ,._ y7j s 0.7108 i e + Q COA #o y P R,!` 01/23/2018 21'4" 5'S" 8' 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 322 / 774 / - / 214 / 8.0 F 1123 / 322 / 774 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 608 -1765 D - E 570 - 1474 C - D 570 -1475 E - F 608 - 1764 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1511 - 434 H - F 1510 - 460 1- H 1029 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 225 - 395 D - H 461 -172 1 - D 464 -172 H - E 224 - 395 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hancilin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. 17efer to ALPINE drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin+Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the miles CO.MNY truss in conformance with ANSI/l PI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover pane.,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suifabllty Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .com; ICC: w .iccsafe.org Odando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10244 / T32 / COMN Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 3 FROM: HMT DrwNo: 022.18.1024.38949 Truss Label: B3 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 5.5• 10,81, 15'8" 5'5" S Y 4X4D 4X4(At) =3xn III3xn r— 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5'8" 10'8" 10'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): ' 0.018 C 999 360 B 856 / 237 / 628 / - / 169 / 8.0 Lu: NA Cs: NA VERT(TL): 0.086 G 999 240 F 757 / 221 / 466- Snow Duration: NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS HORZ(TL): 0.023 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0.485 Bearing B is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.538 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.327 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A.1213.21 B - C 430 -1161 D - E 302 - 691 C - D 292 - 711 a•aa•aya a•• f f f' i4 ti o. 708 1 9 a N • coA #off IVAI' 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 985 - 436 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 265 - 483 E - F 337 - 744 G-E 619 -218 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pperly lid ceilingq Locations shown for permanent lateral restraint of webs shall have braclnqq installed per BCSI sections B3, B7 or 610, le. AcoTv plates to each face oftruss and cosition as shown above and on the Joini-Details, unless noted otherwise. Refer to Alpine, a division of ITW Buildinqq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover pace , listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this c7 awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Apinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE AN rrW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10245 / T23 / HIPS Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18,1024.39057 Truss Label: B4 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4' l 1" 9' 12,4" 4'11, 4'1" 3'4„ 4X6 =4X4 D E 8' 8' Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ Speed:150 mph Pf:NA Ce:NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration: NA EXP:C Mean Height: 15.00 It Code I Misc Criteria BCDL: .psf 5BCDL:.0 psf Bldg Code: FBC 6th.ed 201 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 21'4" 5'4" 13'4" 16'5" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.075 D 999 360 VERT(TL): 0.329 E 999 240 HORZ(LL): 0.035 D - HORZ(TL): 0.051 1 - - Creep Factor: 2.0 Max TC CSI: 0.390 Max BC CSI: 0.682 Max Web CSI: 0.150 VIEW Ver: 17.02.02A.1213.21 r 0.708 9 il f i i ,4 t SAT Ol ' COA #o ftvxwVIt.A w , 01 /23/2018 21'4" 4'11" 21'4" I 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 323 / 773 / - / 186 / 8.0 G 1123 / 323 / 773 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.6 G Min Brg Width Req = 1.6 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 674 -1779 E - F 604 - 1475 C - D 604 -1475 F - G 674 - 1779 D - E 553 -1173 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1527 - 500 1 - G 1527 - 526 J-1 1173 -325 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 393 -121 1 - F 222 - 398 E -1 390 -121 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joini Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSIl1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suiCabillty Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheEiuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10246 / T16 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39573 Truss Label: B5G KM / DF 01/22/2018 7' 14'4" 21'4" 7' 7'4" 7, C 8 T2 ; 6XD6 7'1" 12 7'1"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP SS: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. 21'4" 6' 10"4 14' 7,4" 21'4" Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Maximum Reactions (Ibs) Pg NA CY NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.102 H 999 360 B 2135 / 617 /- Lu: NA Cs: NA VERT(TL): 0.395 H 999 240 E 2136 / 617 /- Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ(TL): 0.101 G Creep Factor: 2.0 B Min Big Width Req = 2.5 E Min Brg Width Req = 2.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.930 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.890 Bearings B & E require a seat plate. Re Factors Used No Max Web CSL 0 308 8.0 8.0 coV p Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A.1213.21 B-C 1112 -3922 D-E 1113 -3913 C - D 956 - 3479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 3419 - 952 G - E 3412 - 953 H - G 3452 - 953 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 802 - 41 G - D 808 - 43 yRttttNrtirgrirl 0. yrjA s• SAT 0 «: COAQNAL 01/23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri41d ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face, ofptruss and position as shown above and on the Jolnf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN mY COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10247 / T47 / HIPS Cust: RR8975 JRef. 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.38963 Truss Label: L1G KM / DF 01/22/2018 T Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7' 9' 16' 7' 2' 7' 5X8 12 5C5 T2 D Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 76 plf at -1.00 to 76 plf at 7.00 TC: From 38 plf at 7.00 to 38 plf at 9.00 TC: From 76 pif at 9.00 to 76 plf at 17.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 8.97 BC: From 20 plf at 8.97 to 20 plf at 16.00 TC: 411 lb Conc. Load at 7.03, 8.97 TC: 97 lb Conc. Load at 7.06, 8.94 BC: 586 lb Conc. Load at 7.03, 8.97 Wind Wind loads and reactions based on MWFRS. 7'3" 8 7'3"8 Snow Criteria (P9,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Im ITW2 8'10"4' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 G 999 360 VERT(TL): 0.431 G 688 240 HORZ(LL): 0.040 G - - HORZ(TL): 0.093 G Creep Factor: 2.0 Max TC CSI: 0.606 Max BC CSI: 0.921 Max Web CSI: 0.249 VIEW Ver: 17.02.02A.1213.21 A A 4••` `'jam,. e+ SAT o •; F COA'NAL 01 /23/2018 T 1 IYfi Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1890 / 580 / - / 8.0 E 1890 /580 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Reg = 2.2 E Min Brg Width Reg = 2.2 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1376 - 4578 D - E 1377 - 4586 C - D 1272 - 4348 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 4269 -1267 G - E 4276 - 1267 H - G 4313 -1270 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 653 - 44 G - D 610 - 40 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN nw COMPANY truss in conformance with ANSI/- PI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringqresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustr .com; ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10248 / T18 / COMN Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qly: 2 FROM: JJP DrwNo: 022,18.1024,39074 Truss Label: C1 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 7'2" 14'4" 7,2" 7'2" 1114X6 B 14'4" T2" 7,2" Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T2" 14'4" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 E 999 360 VERT(TL): 0.062 E 999 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.023 E Creep Factor: 2.0 Max TC CSI: 0.702 Max BC CSI: 0.744 Max Web CSI: 0.128 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 698 /191 /453 /- /142 /- C 785 /223 /540 /- /- /4.0 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = 1.5 Bearing C is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A.1213.21 1 A - B 455 - 992 B - C 434 - 995 y GE Sic' Ifs s 1 , COA' QNAI, 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 797 - 268 E - C 797 - 268 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Bu i ldi ncl Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ANrrdCOM- truss in conformance with ANSIf PI 1, or for handl% shipping, installation and bracing of.trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) esslonaQ engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10249 / T14 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEED BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024.39619 Truss Label: C2 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.78 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 6'6" 6'6" 6788 69"8 7' 10" 1, 4" 4X6 = 4X6 B C 14' 4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct:NA CAT Pi : NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE 14' 4" 6' 6" 7' 6"8 14' 4" Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): -0.015 F 999 360 VERT( TL): 0.052 F 999 240 HORZ( LL): -0.009 F - - HORZ( TL): 0.020 F Creep Factor: 2.0 Max TC CSI: 0.617 Max BC CSI: 0.742 Max Web CSI: 0.080 VIEW Ver: 17.02.02A.1213.21 01 / 23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 698 /280 /454 /- /131 /- D 785 / 326 / 541 / - / - / 4.0 Wind reactions based on MWFRS A Min Big Width Req = - D Min Big Width Reg = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 478 -1011 C - D 464 - 987 B - C 498 - 826 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. A - F 817 - 292 F - D 793 - 301 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each face, ofPtruss and position as shown above and on the JoiniDetails, unless noted otherwise. RRefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANR COMPANY truss in conformance with ANSII PI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineit-corn; TPI: www.t inst.or ; SBCA: www.sb.c cindustr om; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N3300 TEEN BUILDER Truss Label: C3 Ply: 1 SEQN: 10250 / T10 / SPEC Cust: R R8975 JRef: 1 W7U89750056 Qty: 1 FROM: JJP DnwNo: 022.18.1024.38808 KM / DF 01/22/2018 4'6" 7'2" 8'6" 14'4" 4'6° 2'8" 1'4" 5'10" 14'4" 4X4 D 4'9"8 3'6"12 611"12 i ' 1 1' 4'98 84" 4 144" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W A 699 / 277 / 450 / - / 119 / 4.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0,022 C 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.084 C 999 240 E 784 / 321 / 538 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL): 0.021 G A Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 21.62 It Creep Factor: 2.0 Width Re 1.5EMinBigq Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.450 Bearings A & E are a rigid surface. BCDL: 5.psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.451 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.182 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.02A.1213.21 A - B 614 -1106 C - D 596 -938WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 01/23/2018 B - C 607 - 949 D - E 560 -1031 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 928 - 456 G - E 842 - 393 H - G 1044 - 524 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 293 - 390 G - D 476 - 268 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigpid ceilin Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections 53, B7 or B10, as applicable. Applgy plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss In conformance with ANSI/TPI 1, or for handl% shipping, installation and bracing of,trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofro4esslona. engineering responsibility solely for the design shown. The suit -ability Suite 150 and use ofthisQrawingforanystructureisthheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10251 / T9 / HIPS Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39683 Truss Label: C4G KM / DF 01/22/2018 2,6" 52„ 7'8" 9'4" 14'4„ 2'6" 2'8" 2'6" 1'8" 5' 4X6 =4X6 E F M O T N co 4 3 14'4" co I Cl) 2,9"8 4'1 0"8 1 1'6"4 1 5'1"1 2 11TT2,9"8 7'8" 9,2"4 144" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1471 / 751 / - / - / 4.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0.102 J 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 J 713 240 G 1567 / 835 / - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.027 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL): 0.061 I - - B Min Brg Width Req = 1.7 Code I Misc CriteriaNCBCLL: 10.00 Mean Height: 21.41 ft TCDL: 4.2 psf Creep Factor: 2.0 G Min Brg Width Req = 1.8 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.563 ingss rigid surface. B & G are aBearg 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.933 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.363 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02A.1213.21 B - C 1294 -2572 E - F 1343 -2444WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 15.33 BC: From 20 plf at 0.00 to 20 plf at 14.33 TC: 150 lb Conc. Load at 2.55 TC: 438 lb Conc. Load at 7.70, 9.30 BC: 68 lb Conc. Load at 2.55 BC: 191 lb Conc. Load at 7.70, 9.30 Wind Wind loads and reactions based on MWFRS. CE rwraxe s, 6 f o.708 i C - D 1232 - 2435 F - G 1527 - 2790 D - E 1534 - 2788 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2241 -1124 J - 1 2444 - 1343 K - J 3807 - 2046 1 - G 2419 - 1316 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 884 - 492 E - J 814 - 633 K - D 928 -1564 1 - F 570 - 468 D - J 793 - 1536 r s+ COA"%SQ iL L\ 6` 1 Qti tPf'/1N p 01/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a proLp erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANf COMPANY truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover paqe .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Apinstorg; SBCA: w .sbcindustr .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 TEEItl BUILDER Truss Label: MG1 Ply: 1 SEQN: 10252 / T11 / EJAC Cust: R R8975 JRef: 1 W71-189750056 Qty: 1 FROM: JRH DrwNo: 022.18.1024.39338 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4X4(A1) 7' 4'4"4 4'4"4 Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 22.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 698 lb Conc. toad at 2.06, 4.06, 6.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA . Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4X8 B 2'7" 12 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.020 D 999 360 VERT(TL): 0.072 D 999 240 HORZ(LL): -0.010 D - - HORZ(TL): 0.022 D Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0,516 Max Web CSI: 0.744 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1212 /476 /- /- /- /4.0 C 1498 /512 /-/- Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comc. VIEW Ver: 17.02.02A.1213.21 I A - B 530 -1467 01/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Como. A - D 1208 - 403 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 1954 - 645 B - C 453 - 1169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted othe wise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro) essiona engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this job's generaI notes p a ge and these web sites: ALPINE: w . aIpineitw.corn ; TPI: ww tpinst.org, SBCA: www. sbandustry. corn; ICC: www. iccsafe. org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10253 / T44 / VAL Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39588 Truss Label: MV6 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 044 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 22.56 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 5'11"8 5' 11 "8 5'11"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 1112X4 B Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.011 C HORZ(TL): 0.026 C Creep Factor: 2.0 Max TC CSI: 0.572 Max BC CSI: 0.496 Max Web CSI: 0.209 VIEW Ver: 17.02.02A.1213.21 mod' 4 • i s o. 7Q8 1 ' S • SAT a so" 10 co 01/23/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 98 /24 /69 /- 116 /71.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachedriqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. 17efer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANnwCOMPANV truss in conformance with ANSI I PI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330( TEEI1 BUILDER Truss Label: MV4 Ply: 1 SEQN: 10254 / T43 / VAL Cust: RR8975 JRef: 1W7U89750056 Qty: 1 FROM: JRH DrwNo: 022.18.1024.39323 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 13 4 Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 23.06 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . III2X4 19 B 3'11"8 -I 3'11"8 3' 11 8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.003 C HORZ(TL): 0.007 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.231 TPI Std: 2014 Max BC CSI: 0.184 Rep Factors Used: Yes Max Web CSI: 0.087 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 gem" i l ,{ 4' 1`:.\OFE `Sty 1 N IIONA . Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL / W D* 97 / 22 / 67 /- / 15 / 47.5 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# 01 /23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e._ AppTy plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to line, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI I PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page , ting this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suifabllity B duseofthisdrawingforanystructureistheresponsibilityoftheuilding Designer per ANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: w alpineitw com; TPI: www.tpinst.org' SBCA: www.sbcindustry.com' ICC: www.iccsaf ALPINE ANR COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN. 10255 / T42 / VAL Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024.39463 Truss Label: MV2 KM / DF 01/22/2018 12 6 F7' 1112X4 B 4X4(D1) A V17-11 4 CD 1112X4(**) 1'11"8 I 1'11"8 _I Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 23.56 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria , Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL): 0.001 C Creep Factor: 2.0 Max TC CSI: 0.040 Max BC CSI: 0.043 Max Web CSI: 0.021 VIEW Ver: 17.02.02A.1213.21 01/23/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 97 / 27 / 60 / - / 17 / 23.5 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclninstalledperBCSIsectionsB3, B7 or B10, 1-41111161141 as applicable. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Build inlg Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a maCom— truss in conformance with ANSI] 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page _ , 2400 Lake Orange Dr. listing this drawing indicates acceptance of Pro)iessionarr engineering responsibilitysolely for the design shown. The sui ability Suite Lake and use of this drawing, for anystructure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w .tpinst.or ; SBCA: w .sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN: 10256 / T13 / FLAT Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.38839 Truss Label: FG1 KM / DF 01/22/2018 2 Complete Trusses Required 5" 3'2"10 510"15 8'8"1 5"1 2'9"1 0 1 2'8"6 2'9"2 4X10 =5X8 1112X4 A B C 1113X6 2'9"2 2'9"2 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 0.00 TCDL: NA psf Soffit: . 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W9 2x4 SP 2400f-2.OE: W4, W7 2x4 SP #2 N: Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @ 5.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 13.25 BC: From 10 plf at 0.00 to 10 plf at 13.25 TC: 825 lb Conc. Load at 0.17, 2.19, 4.19, 6.19 8.19,10.19,12.04 BC: 789 lb Conc. Load at 6.54, 8.54,10.69 BC: 671 lb Conc. Load at 12.69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 10'8"6 12'10" 113 2'0"6 + 21"10 1-5' 1112X4 =5X8 =5X10 D E F I V 0/ I L —1— —.1 13'3" G 1114X6 2'910 3'410 2'3"10 2'0"2 5'611 8'11"5 117-14 T 13'3" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.188 C 846 360 L 4678 / - / - / - / - 4.0 Lu: NA Cs: NA VERT(TL): 0.329 C 615 240 M 5592 / - / - / - / - 6.2 Snow Duration: NA HORZ(LL): 0.038 A L Min Brg Width Reg = 1.9 HORZ(TL): 0.052 A M Min Erg Width Reg = 2.3 Code / Misc Criteria Creep Factor: 2.0 Bearings L & M are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,655 TPI Std: 2014 Max BC CSI: 0.736 Members not listed have forces less than 375# Rep Factors Used: No Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Type(s): A- B 0 -3925 D- E 0 -6173 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 0 -6168 E - F 0 -3903 C - D 0 - 6243 VON— FE a•aae•o•. }¢i o. 708 1 i Q SAT 0 lit. co 01 /23/20 t 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K- J 4325 0 1- H 4335 0 J - 1 6243 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- L 0- 2259 D- 1 0 - 672 A- K 4265 0 1- E 2371 0 K -B 0 -1789 E -H 0 -1932 B- J 2472 0 H- F 4476 0 J- C 0- 655 F- G 0- 2467 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN MN XMGANY truss in conformance with ANSUTPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro esslona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use ofthisQrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbandustr .com; [CC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN: 10257 / T33 / FLAT Cust: R R8975 JRef: 1 W7U89750056 TEEIJ BUILDER Oty: 1 FROM: JJP DrwNo: 022.18.1024.39183 Truss Label: FG2 KM / DF 01/22/2018 2 Complete Trusses Required 1112X4 A 5' 1 " 87' 11 13' 10"8 5' 1 " 3'6"l 1 5713 4X4 B 1112X4 =4X4 C D 4X4 8'9"12 1. 5'0"12 -- 5712 3'611 51"1 57 12 8'9" 7 13'10"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP:C Des Ld: 55.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set '136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 6.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 8.48 TC: From 180 plf at 8.48 to 180 plf at 8.50 TC: From 100 plf at 8.50 to 100 plf at 11.33 TC: From 390 plf at 11.33 to 390 plf at 13.88 BC: From 10 plf at 0.00 to 10 plf at 13.88 BC: 1096 lb Conc. Load at 11.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.020 G 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 501 / 196 / 152 / - / - / 5.7 Lu: NA Cs: NA VERT(TL): 0.093 G 999 240 F 1740 / 392 / 187 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.004 A - - E 1227 / 146 / 247- HORZ(TL): 0.011 A Creep Factor: 2.0 Wind reactions based on MWFRS H Min Big Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.885 F Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0,978 E Min Brg Width Req = - Bearings H & F are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.222 Bearings H & F require a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver: 17.02.02A.1213.21 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. C - F 153 -406 D - E 109 -392 01 /23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedAcidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face ofptruss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANY truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro-fessionarr engineering responsibility solely for the design shown. The suiCablllty Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN: 10258 / T22 / FLAT Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DnwNo: 022.18.1024.39684 Truss Label: FG3 KM / DF 01/22/2018 2 Complete Trusses Required 210"10 1 65"12 8'6"3 2' 10" 10 272 3'0"6 4X12 1112X4 = 4X4 A B C =4X12 D 8'6"3 210" 10 3'1 "2 2'6"6 2'10"10 'f` 611 " 12 8'6"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.056 B 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,161 B 942 240 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 A - - Des Ld: 55 EXP:C. 00 HbRZ(TL): 0.029 A - - Code / Misc CriteriaNCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.541 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.425 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02A.1213.21WindDuration: 1.60 WAVE Lumber Wind Value Set: 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP #1 member design. Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W1, W7 2x6 SP #2 N: W2, W6 2x4 SP 2400f-2.OE: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule :0.128"x3" nails Top Chord: 1 Row @ 3.75" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 450 plf at 0.00 to 450 plf at 5.55 TC: From 100 plf at 5.55 to 100 plf at 8.51 BC: From 10 plf at 0.00 to 10 plf at 8.51 TC: 373 lb Conc. Load at 1.47, 3.62 TC: 100 lb Conc. Load at 5.55 BC: 2747 lb Conc. Load at 0.97 BC: 757 lb Conc. Load at 2.72, 4.72, 6.72 BC: 1227 lb Conc. Load at 5.48 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. o i o. 708 1 s s SAT 0 COA 40 S ONA Av 01/23/2018 7 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 6217 /316 /133 /- /- /3.8 E 3753 /405 /133/- Wind reactions based on MWFRS H Min Brg Width Reg = 2.6 E Min Brg Width Reg = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 312 - 4055 C - D 379 - 3565 B - C 312 - 4055 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 3706 - 387 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - H 177 - 2122 C - F 116 - 631 A - G 4296 - 331 F - D 3883 - 411 B - G 124 - 915 D - E 201 - 1704 G - C 389 - 9 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for _permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicab-le. Apply plates to each face of russ and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN mN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui ability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: wwwkcsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN: 10259 / T17 / FLAT Cusl: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39511 Truss Label: FG4 KM / DF 01/22/2018 2 Complete Trusses Required 1112X4 A = 4X4 g T Lj D C 4X4 1112X4 r 2'10"12 2'10"12 _I I 2'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.001 B 999 360 D 1096 / 139 / 45- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 B 999 240 C 1263 / 188 / 45- BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 A - - Wind reactions based on MWFRS TLEXP: C HORZ 0.001 A D Min Br Width ReDesLd: 55.00 Height: 15.00 ft ( ) g q Mean Hei NCBCLL: 0.00 g Code / Misc Criteria Creep Factor: 2.0 C Min Brg Width Req = - TCDL: 4.2 psf Soffit: 2.00 BCDL 3.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.750 Members not listed have forces less than 375# Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Maximum Web Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.166 Webs Tens.Comp. Webs Tens. Comp. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): A - D 95 - 540 B - C 98 -624 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set '136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2.00" 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.aftsututtutpr rrrl. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)` p` o1stl+`°"OM""°• fir r', TC: From 390 plf at 0.00 to 390 plf at 2.90 V •s°' 1 j s r' . 1 : BC: From 10 plf at 0.00 to 10 plf at 2.90 : + '• TC: 411 lb Conc. Load at 0.33 e' 9TC: 790 lb Conc. Load at 2.33 • O ! 8 e Purlins = e a s The TC of this truss shall be braced with attached ; x spans at 24" oc in lieu of structural sheathing. O Wind ° '• Wind loads based on MWFRS with additional C&C member design. A' Additional Notes COA #O r NA •t Truss must be installed as shown with top chord up. 01/23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MN COMPANY truss in conformance with ANSI/TPI PI1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pacie.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineeringg responsibility solely for the design shown. The sui ability Suite 150 anduseofthisgnawingforanystructureisfheresponsibilityoftheEiuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe_org Orlando FL, 32837 Job Number: N330090 TEEN BUILDER Truss Label: HJ7 Ply: 1 SEQN: 10260 / T8 / HIP_ Cust: RR8975 JRef: 1W7U89750056 Qty: 5 FROM: HMT DnwNo: 022,18,1024.38838 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0.162"x3.5", min toe -nails at bottom chord. 5' 3"5 9110,11 5'3"5 4'6" 11 0 9'2"2 7"1 t 9'22 9'10'1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 425 / 125 / - / - / - / 10.6Pf: NA Ce: NA VERT(LL): 0.034 F 999 360 Lu: NA Cs: NA VERT(TL): 0.133 F 999 240 E 447 / 60 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.008 C - - D 302 / 151 / - /_ /_ / 1.5 HORZ(TL): 0.021 C Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.462 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: No Max Web CSI: 0.354 Bearing B requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 17.02.02A.1213.21WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 333 - 772 GE ti• 0.7108 1 s s ; s 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 724 - 302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 332 - 796 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the M—CO.MW truss in conformance with ANSI rPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pproTessionaf engineering responsibility solely for the design shown. The suit9ability Suite 150 and use ofthisQawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw. com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10261 / T54 / HIP_ Cust: RR8975 JRef: 1W7U89750056 TEEr1 BUILDER Qty: 2 FROM: JRH DnvNo: 022.18.1024.39027 Truss Label: HJ7L KM / DF 01/22/2018 5 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0.162"x3.5", min toe -nails at bottom chord. 5'4" 11 5'4" 11 1 1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 9110,11 4'5"5 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 C 999 360 VERT(TL): 0.152 C 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.020 F Creep Factor: 2.0 Max TC CSI: 0.781 Max BC CSI: 0.493 Max Web CSI: 0,419 VIEW Ver: 17.02.02A.1213.21 s 4 COA #o u0 11A y`\', av4" F 01 /23/2018 7 9"9 I 1 9,10,11 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 416 /128 /- /- /- /10.6 E 445 /64 /- /0 /0 /1.5 D 287 /151 /- /- /- /1.5 Wind reactions based on MWFRS G Min Brg Width Req = 1.5 E Min Big Width Req = - D Min Big Width Req = - Bearing G is a rigid surface. Bearing G requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 453 -1049 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -F 1019 -431 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 454 -1072 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathlnqq and bottom chord shall have a propperly attached rlpld ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN eW COMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawinU indicates acceptance of prOTesslonaf engineering responsibility solely for the design shown. The suif9ablllty Suite 150 and use ofthis4awingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes age and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www_sbundust .com; ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN. 10262 / T12 / HIP_ Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qly: 2 FROM: JRH DrwNo: 022.18.1024.39824 Truss Label: HJ5 KM / DF 01/22/2018 1 Loading Criteria (psf) TC L L: 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.40 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 7'0"2 7'0"2 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.013 D HORZ(TL): 0.033 D Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0,509 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 r• •• rrrrra•r f. r i a SAT Q ° w. COA #o,t NA.+ 01/23/2018 C M M Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 235 /100 /- /- /- /4.9 D 96 /- 118 /- /- /1.5 C 273 / 165 / - / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLperly attachedrigidtellingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, asapplicable. AppTy plates to each face, of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN mV COMPANY truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e, . 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sul ability Suite Lake and use of this Q awing for any structure is fhe responsibility of the Building Designer per ANSIrrPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com, TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10263 / T27 / HIP_ Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024.38713 Truss Label: HJ3 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 20.77 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'5"11 3'5"11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.080 Max BC CSI: 0.040 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 o* s •may ••°,,\Ci Sfi' •• a O • j % yr COA #0\ Vim' ! iilA w\,•r 01/23/2018 0 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- /- /- /4.9 D 19 /- /5 /- /- /1.5 C 57 /34 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, 67 or 910, asapplicable. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. itefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build i ncL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN rrw COMPANY truss in conformance with ANSI TPI 1, or for handli4' shlppinq, installation and bracing of trussesA seal on this drawing or cover pagge, . 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofprogessionaQengineeringresponsibilitysolelyforthedesignshown. The suifabdity Suite 150 and useofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN. 10264 / T19 / EJAC Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 7 FROM: RDG DrwNo: 022.18.1024.31666 Truss Label: EJ7 KM / WHK 01/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 12 6 M O U) B 1' A D Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ(TL): 0.040 D Creep Factor: 2.0 Max TC CSI: 0.956 Max BC CSI: 0.602 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 4,,V',.° y GE 0.708 i R a t SAT Q • A. S R`t1_lJ COA #o, 1„QNA,,,a 01 /23/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 436 / 94 / 349 / - / 152 / 8.0 D 136 /13 /106 /- /- /1.5 C 237 / 113 / 153 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proCp erly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610 as applicab- le. Apply Oates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building_ Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the mmy coMpaur truss in conformance with ANSI/! PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of ppro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .cam; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10265 / T53 / EJAC Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qly: 2 FROM: JRH DrwNo: 022.18.1024.38840 Truss Label: EJ71_ KM / OF 01/22/2018 Loading Criteria (pst) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ(TL): 0.041 D Creep Factor: 2.0 Max TC CSI: 0.898 Max BC CSI: 0.585 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 ap 0. 708 1 r i • SAT O COA 40'L D&t NA'. 01/23/2018 C c— N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /8.0 D 134 112 /103 I- /- /1.5 C 228 / 97 / 132 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page . listing this drawincl indicates acceptance of pr6fessionai engineering responsibility solely for the design shown. The suicabillty and use of this r7rawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE AN m4 COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837TPI: wvJpinst.org; SBCA: w .sbcindustry.com; ICC: w Job Number: N330090 Ply: 1 SEQN: 10266 / T7 / EJAC Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 2 FROM: JJP DrwNo: 022.18.1024.38948 Truss Label: EJ5 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " f Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.41 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.006 D HORZ(TL): 0.013 D Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.294 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 Iz 0. 708 1 o •• 4 .•¢\q y I/ COA #o IVA *E ,•• 01 /23/2018 C LO M M Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 341 /111 /278 /- /146 /4.0 D 95 /14 /73 I- /- /1.5 C 165 /107 /100 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Erg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build i nci Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and useofthisdrawing, forany structure is fhe responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w .tpinst.or ; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10267 / T29 / EJAC Cust: R R8975 JRef: 1 W7U89750056 TEEn BUILDER Qty: 1 FROM: JJP DwNo: 022.18.1024.38729 Truss Label: EJ3G KM / DF 01/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.03 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 2.50 BC: From 20 plf at 0.00 to 20 plf at 2.50 BC: 147 lb Conc. Load at 0.59 Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 B F 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 21611 2'6" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 C HORZ(TL): 0.003 C Creep Factor: 2.0 Max TC CSI: 0.151 Max BC CSI: 0.173 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 o°° •• { f ram% i o. %08 1 io i COA #0 ttllA$'0 al t'` 01 /23/2018 t V M Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /81 /- /- /- /4.0 C 49 /2 /- /- /- /1.5 B 93 /51 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 C Min Brg Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicab-Ie. Apply Oates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINE drawings16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MMV COMPAY truss in conformance with ANSIr PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro esslona, engineering responsibility solely for the design shown. The suifabllity Suite t50 anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10268 / T24 / JACK Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 10 FROM: JJP DrwNo: 022.18.1024.38575 Truss Label: CJ5 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 12 6 M O to N M B M A D 5' 1' 5' Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 'x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D HORZ(TL): 0.013 D Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.294 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 e ; i 4.708 1 r e• SAT O r; 1 COA #0 0- A. ,•' 01 /23/2018 Maximum Reactions (Ibs) Loc R '/U /Rw /Rh /RL /W B 341 /77 /279 /- /114 /8.0 D 95 /9 /72 /- /- /1.5 C 165 /79 /105 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri41d ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build inccL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the P MVCOMFAY truss in conformance with ANSI 1, or for handling, shlppintq, Installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro esslona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N33009( TEEI3 BUILDER Truss Label: CJ3 Ply: 1 SEQN: 10269 / T21 /JACK Cust R R8975 JRef: 1 W7U89750056 Qty: 13 FROM: JJP DrwNo: 022.18.1024.39744 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C T Ico CD N 4"3 A D Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(A1) 3' M Snow Criteria' (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.188 TPI Std: 2014 Max BC CSI: 0,097 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.02A.1213.21WAVE rApt f O a 0 COA #0 All i 01 /23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 /61 /214 /- /75 /8.0 D 54 /4 /42 /- /- /1.5 C 90 /44 /54 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI., Unless noted otherwise,top chord shall have properly attached structural sheathlnq and bottom chord shall have a propperly attachedriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclnqqInstalledperBCSIsectionsB3, 67 or 910, asappllcabpie. Apply Oates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the nNr CO.MW truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of.trussesA seal on this drawing or cover pagqe , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui£ability Suite Lake and use of this drawing, for anystructure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Jpinst.org; SBCA: www.sbcindustr .com; ICC www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10270 / T46 /JACK Cust R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 - FROM: JJP DrwNo: 022.18.1024.39729 Truss Label: CJ3A KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 21.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 'x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 2X4(A1) 12 B 3' 8 3' 8 3'1"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): NA A 147 / 35 / 108 / - / 71 1.5 Lu: NA Cs: NA VERT(TL): NA C 60 / 12 / 49 / - / - 1.5 Snow Duration: NA HORZ(LL): -0.002 C B 103 / 65 / 65 / - 1.5 HORZ(TL): 0.004 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 7Max TC CSI: 0.238 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.152 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 t * f, y0. r fie \ { (, 4. 01, a° o. 7,08 1 " s i s e l A y 4`''c COA #OY tYi ittttt 01/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathln and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclnInstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face. oftrussand position as shown above and on the Join Details, unless noted othe wise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Nm co anNv truss In conformance with ANSIrfPI 1, or for handling, shlppinq, Installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro-fesslonar engineerinq responsibility solely for the design shown. The su,Tablllty Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 1 1330090 Ply: 1 SEQN: 10271 / T20 / JACK Cust: R R8975 JRef: 1 W71-189750056 TEEN BUILDER Qty: 2 FROM: RDG DrwNo: 022.18.1024.34479 Truss Label: CJ1 KD / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 6 [:7- C Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T TM O Ln M 1' 1, Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.022 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 1 • o. 7y Q8 1 9 SAT fl F COA #o'gSlOhlAl. 01 /23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /8.0 D 9 /10 /14 /- /- /1.5 C -15 /29 121 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint9Detalls, unless noted otherwise. Defer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handlin shlppinq, installation and bracing of trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w .iccsafe.org Orlando FL, 32837 Job Number: 1V330 TEEN BUILDER Truss Label: CJ5L Ply: 1 SEQN: 10272 / T50 / JACK Cust: RR8975 JRef: 1W7U89750056 Qly: 4 FROM: JRH DnaNa: 022.18.1024.39854 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. C 7 51 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.006 ID HORZ(TL): 0.014 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.403 TPI Std: 2014 Max BC CSI: 0.286 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 s i 0.708 1 S 4• s A% 01/23/2018 LO Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 333 / 92 / 263 / - / 76 / 8.0 D 94 /9 /71 /- /- /1.5 C 158 /67 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin$Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a mvcoucnN truss in conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suifablllty Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.org; SBCA: w .sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10273 / T51 / JACK Cust: RR8975 JRef: iW7U89750056 TEEN BUILDER Qty: 4 FROM: JRH DrwNa: 022.18.1024.38432 Truss Label: CJ3L KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " i 1' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 4 C 2X4(A1) 3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0,002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.161 TPI Std: 2014 Max BC CSI: 0.090 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 Aaaaataw••a., i/ 6 i aa a a r 00 a. 708 1 a 4a SAT 0 a COA #6 ON AL 00% logo 01/23/2018 IT A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 244 /71 /201 /- /50 /8.0 D 53 /4 /40 /- /- /1.5 C 85 /36 /47 /- /- /1.5 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu i ldi ncL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss In conformance with ANSI/TPI 1, or for handling, shippingc, installation and bracing of.trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of progesslonar engineering responsibility solely for the design shown. The sult9ablllty Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 19. 2. For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustr .com; ICC: www.iccsafeorq Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN. 10274 / T52 / JACK Cust: R R8975 JRef: 1 W71_189750056 TEEtS BUILDER Qty: 4 FROM: JRH DrwNo: 022.18.1024.38574 Truss Label: CAL KM / DF 01/22/2018 12 4 C B A D Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 2X4(A1) 1' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 189 / 85 / 172 / - / 25 8.0 VERT(TL): NA D 8 / 10 / 15 / - / - 1.5 HORZ(LL): 0.000 D C -15 / 25 / 22 / - / - 1.5 HORZ(TL): 0.000 C Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0.159 D Min Brg Width Req = - Max BC CSI: 0.021 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 17.02.02A.1213.21 01/23/2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerlyattachedrigidceilingLocationsshownforermaentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each faceof truss ntruss andpositionasshownaboveandontheJoinf-Details, unless noted otherwise. Refer to ALPINE drawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nNmvCOMPANY truss In conformance with ANSI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page. . 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suifablllty . Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: w .sbcindust .com; ICC: wJccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON: 10275 / T37 / SY42 Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.39277 Truss Label: FT1GE KM / DF 01/22/2018 11"12 '9"4 '1"4 15-5,4 '9"4 44""8 25„4 3712 84-11"1 86'3"12 87712 88'11"1 4"$ V5" 8 17-8' 21 8 218821815'7" 4 678 i 1, 3 — 2'6" 2'6" 1111.5X3 1.5X3 = 4X4 =3X6 =4X6 A B C D E F G H I J K V U T 1.5X3 1111.5X3 1111 III 1. 5X3 i 4, 51 157 4 U 4X4 ML 4X6 1114X4 6' — j Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL: 40. 00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10. 00 Speed: 150 mph Pf' NA Ce: NA VERT(LL): 0.026 J 999 360 V 202 13 / 58 / - / - / 7.2 BCLL: 0. 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.108 J 999 240 W 584 / 43 / 173 / - / - / 108 BCDL: 5. 00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 1 - - L 2747 / 107 / 789 Des Ld: 55.00 EXP: C HORZ(TL): 0.014 1 Wind reactions based on MWFRS Mean Height: 15.00 ItCode / Misc Criteria Creep Factor: 2.0 V Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.2 psf V Min Brg Width Req = - Soffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.987 L Min Brg Width Req = - Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.588 Bearings V & V are a rigid surface. Spacing: 24. 0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.594 Bearing V requires a seat plate. Loc. from endwall: Any FT/RT:12(0)/10(0) GCpi: 0. 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/112013) 1 - J 150 -1185 J - K 94 -662 Top chord 4x2 SP 2400f-2.OE Bot chord 42 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 42 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1 / 30/2013 by ALSC O - N 914 -111 N - M 1442 -184 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur. Fac.=1.00 / Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC: From 442 plf at 0.00 to 442 plf at 15.48 BC: From 10 plf at 0.00 to 10 plf at 15.48 B - U 59 -480 0-1 180 - 1497 TC: 1212 lb Conc. Load at 15.38 C - T 76 -616 1 - N 432 -62 D -S 67 -585 N -J 68 -410 Plating Notes E - R 67 -589 J - M 144 -1239 All plates are 2X4 except as noted. , 1ltf 1 fJllyt 4% F - Q 67 -593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 Wind ,+e` a..rwlrq.*t1fl il. H-O 63 -555 K -L 178 -1967 Wind loads based on MWFRS., Additional Notes See ANSIITPI 1 Sect 7 for additional bracing S Q, 708 requirements. Bracing material to be supplied by = a erection contractor. Truss must be installed as shown with top chord up. s o 0coa AL6' ,$' likaerira 01 / 23/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply plates to each face, oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to' ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shippin , installation and bracing of.trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpprogessionalqengineeringresponsibilitysolelyforthedesignshown. The sui Bbillty Suite Lake 150 and use of thisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; Sackwww.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N33 TEEN BUILDER Truss Label: FT2 Ply: 1 SEQN: 10276 / T41 / SY42 Cust: R R8975 JRef: 1 W7U89750056 Qty: 5 FROM: JJP DrwNo: 022,18,1024.39448 KM / DF 01/22/2018 T + 90 A_ o Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 6'9" 8'9"12 15'4"12 6,9„ 2'0"12 67 8 VY12 1'3"12 TYP) 4X6 =4X4 1.5X3 III 1.5X3 III1.5X3 =1.5X3 A B C D E F G H 1. 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpr NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pc: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.119 D 999 360 Q 840- Lu: NA Cs: NA VERT(TL): 0.275 D 900 240 J 827 Snow Duration: NA HORZ(LL): 0.026 B - - Q Min Brg Width Req = 1.5 HORZ(TL): 0.043 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings Q & J are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.773 Bearing Q requires a seat plate. TPI Std 2014 Max BC CSI 0 779 7.2 3.5 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -571 E - F 0 -1910 B-C 0 -1454 F -G 0 -1455 C -D 0-1910 G-H 0 -571 D - E 0 -1917 e i a.708 i s • Q ArMOet 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-O 1130 0 M -L 1747 0 O-N 1755 0 L -K 1130 0 N - M 1917 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -Q 0 -821 M -F 461 0 A-P 910 0 F -L 0 474 P -B 0 -888 L -G 516 0 B-O 514 0 G -K 0 888 O- C 0- 478 K- H 907 0 C- N 454 - 5 H- J 0 773 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachedrudceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 610, as appllcab- le. Apply plates to each face. oftrussand position as shown above and on the Jolnf"Details, unless noted otherwise. Defer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN PrW COMPANY truss In conformance with ANSI I PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fesslonaJ engineering responsibility solely for the design shown. The sui£abrlrty and use ofthisJawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10277 / T38 / SY42 Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 7 FROM: JJP DrwNo: 022.18.1024 38276 Truss Label: FT3 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 69" 8'6"8 151 "8 69" 1'9"8 67' r t 2'6" 1i i1 3 1 2 1 2'5"8 TYP) 4X6 1. 5X3 Ill 1.5X3 III 1.5X3 =4X6 A B C D E F G H 1 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #2 N Webs 42 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15' 1"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce:NA VERT(LL): 0.112 D 999 360 p 825 /_ /_ /_ /_ /72 Lu: NA Cs: NA VERT(TL): 0.239 D 999 240 1 825 Snow Duration: NA HORZ(LL): 0.023 J - - P Min Big Width Req = 1.5 HORZ( TL): 0.037 B I Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.652 Bearing P requires a seat plate. TPI Std 2014 Max BC CSI 0 715 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.424 Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -559 E - F 0 - 1844 B- C 0 -1417 F-G 0 -1418 C- D 0 -1845 G-H 0 -557 D - E 0 -1851 A + nnhh i r cOA #' TONAL r ueooaleu01 / 23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O- N 1106 0 L -K 1699 0 N- M 1706 0 K-J 1105 0 M - L 1851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- P 0- 806 L- F 424 16 A- O 891 0 F -K 0 456 O- B 0- 869 K- G 498 0 B- N 495 0 G- J 0 869 N - C 0 -459 J -H 888 0 C- M 417 -23 H - 1 0 802 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInsalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingQ Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN mN COMPANY truss in conformance with ANSIrTPI 1, or for handlin shipping, Installation and bracing of,trussesA seal on this drawing or cover pa a 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 anduseofthisgrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com; TPI: www.tpinst.org; SBCA: w .sbcindustry.com; ICC: w jccsafe.org Orlando FL, 32837 Job Number: N33 TEEN BUILDER Truss Label: FT4 Ply: 1 SEQN: 10278 / T40 / SY42 Cust: RR8975 JRef: 1W7U89750056 Qly: 7 FROM: JJP DrwNo: 022,18.1024.39182 KM / DF 01/22/2018 5'6" 610" 4 14'8" 12 5' 6" 1'4" 4 1 7' 10" 8 F 2'6" TYP) 4X6 = 4X4 1. 5X3 =1.5X3 A B C D E F G 90 1 Q P O N M L K J I Loading Criteria (psf) TC L L: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1. 5X3 —' 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1112X4 14' 8"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce:NA Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.130 D 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL Q 803/- Lu: NA Cs: NA VERT(TL): 0.247 D 939 240 1 791 Snow Duration: NA HORZ(LL): 0.017 J - - Q Min Brg Width Req = 1.5 HORZ( TL): 0.024 J Creep Factor: 2.0 I Min Brg Width Req = 1.5 Bearings Q & I are a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.541 Bearing Q requires a seat plate. TPI Std 2014 Max BC CSI 0.816 W 7. 2 3. 5 Rep Factors Used: Yes Max Web CSI: 0.410 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -540 D - E 0 - 1722 B - C 0-1367 E -F 0 -1371 C - D 0-1711 F-G 0 -539 01 / 23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P- O 1063 0 M -L 1717 0 O- N 1705 0 L- K 1658 0 N- M 1711 0 K -J 1066 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- Q 0- 787 E- K 0 456 A- P 861 0 K- F 484 0 P- B 0- 829 F- J 0 837 B- O 483 0 J- G 857 0 O- C 0- 572 G- 1 0 738 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached ripld ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face or truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANm COMPANY truss in conformance with ANSI 1, or for handling, shippinq, installation and bracing oftrussesA seal on this drawing or cover paqe 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslonaengineering responsibility solely for the design shown. The suiTability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32837 For moreinformationseethisjob's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Job Number:, N330090 Ply: 1 SEQN: 10279 / T49 / SY42 Cust R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024.38917 Truss Label: FT4A KM / OF 01/22/2018 5'6" 7'1"12 11'1"12 1'o 13'i "4 1'T'8 5'6" 1712 4' 5"8 1'3" 12 NP) 3X6 III 1.5X3 1.5X3 — 3X4 1111.5X3 =1.5X3 A B C D E F G H I a ip T_ Vp T S R Q P 0 N M L K 1.5X3 = 3X4 III 1.5X3 III 1.5X3 = 3X4 1112X4 III2X4 11' 1 "8 37 4 r 14'8" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W T 609 / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.069 C 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.151 C 999 240 N 815 / - / - / - / - 13.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.017 B - - K 251 / 36 / - / - / - / 3.5 Des Ld: 55.00 EXP: NA HORZ TL) 0.026 B T Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 00 Mean Height: NA ft Creep Factor: 2.0 N Min Brg Width Req = 1.5 Soffit: 200 TCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.511 K Min Brg Width Req = 1.5 Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.715 Bearings T, N, & K are a rigid surface. Bearing T requires a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.293 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 0 -385 C-D 0 -972 Value Set: 13B (Effective 6/1/2013) B - C 0 -891 D - E 0 -683 Top chord 42 SP #2 N Bot chord 42 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set '1313" uses design values S - R 761 0 P - 0 968 0 approved 1/30/2013 by ALSC R- Q 974 0 0 - N 413 0 Plating Notes 0 - P 972 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 # 3 HEM -FIR or better continuous strongback. A - T 0 -592 D - O 0 -458 Attach to each truss where shown with 3-10d Box or A - S. 616 0 O - E 432 0 Gun nails (0.128"x3",min.). Strongback material to plcl+sln rNttrtfr* be supplied by erection contractor. rJ r S - B 0 -597 E - N 0 697 g H r' Truss must be installed as shown with top chord up. •r' tVATO r# 012 0*1 4. COA (# ° O V 10a° 01/ 23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition Component Safety Information, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide have and bottom chord shall of BCSI ( Building temporary have a bracing perBCSI. Unless noted otherwise,top chord shall properly attached structural sheathing properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracri installed per BCSI sections B3, B7 or 10, Refer as appllcabge. Applyplatestoeachface, oftrussand position as shown above and on the Join Details, unless noted otherwise. drawings 160A-Z for standard plate positions. to ALPINE A FJ N Alpine, a division of ITW Buildinq Components Group Inc.. shall not be responsible for. any deviation from this drawing,any failure to build the AN rV COMPANY truss In conformance with ANSIrfPI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. for the design ThesuiabilityLakelistingthisdrawing indicates acceptance of pro esslona engineering responsibility solely shown. this drawing for structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite and use of any For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10280 / T28 / SY42 Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024,38433 Truss Label: FT5GE KM / DF 01/22/2018 00 Y 1'712, 1 14'8" 12 1'712 13'1" 1 7- —+— 1'4" -' TYP) 3X4 III 3X3 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 A B C D E F G H I J K L 3X3 J 147'4 14'8"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Y* 446 / 32 / 31 / - / - / 175TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.001 B 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0,000 B - - Y Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ TL 0.000 B Bearing Y is rigid surface. g ag Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.828 Members not listed have forces less than 375# Load Duration: 1.00 BCDL: 3.0 fps MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.038 Maximum Gable Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.141 Gables Tens.Comp. Gables Tens. Comp. Loc. from endwall: Any FT/RT:20(0)/10(0) X - B 100 -742 G - S 69 - 586 GCpi: 0.18 Plate Type(s): C - W 69 -544 H - R 69 -587 VIEW Ver: 17.02.02A.1213.21WindDuration: 1.60 WAVE D - V ' 70 -596 1 - Q 70 -583 E - U 69 -585 J - P 81 -603 F-T 69 -587 K-O 69 -516 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)t t Ftaltu frr/ TC: From 440 plf at 0.00 to 440 plf at 14.48 fjr rrr*iBC: From 10 plf at 0.00 to 10 plf at 14.60 Plating Notes 44m•°`ji'°. C All plates are 1.5X3 except as noted. Wind A + o.7108 1 ` Wind loads based on MWFRS with additional C&C s s member design. Left cantilever is not exposed to wind Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing°v fip/ ."t•* V+b' requirements. Bracing material to be supplieby +{•'' ...r+,,•+°`, erection contractor. Truss must be installed as shown with top chord up. COA tttffiHIW 01/ 23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLperly attached riqqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANMV OMPANY truss in conformance with ANSI/- Pl 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of prolessionarr engineering responsibility solely for the design shown. The suitability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw. com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Job Number: N330090 TEEN,BUILDER Truss Label: FT6 Ply: 1 Qty: 3 SEQN: 10281 / T39 / SY42 FROM: JJP Cusl: R R8975 JRef: 1 W7U89750056 DrwNo: 022.18.1024.39073 KM / DF 01/22/2018 5'6" 7' 10"4 14'5"12 r 5,6„ 2'4„4 6'7" 8 1 2,6„ T'P) 4X6 1.5X3 III 1.5X3 4X6 A B C D E F G T I-o SO I o O N M L K J I H A 111—VA 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP:NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to yyµtu{emrpfkHjj 14'S"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.150 D 999 360 0 789 / - / - / - / - 7 2 Lu: NA Cs: NA VERT(TL): 0.330 D 693 240 H 789- Snow Duration: NA HORZ(LL): -0.023 G - - O Min Brg Width Req = 1.5 HORZ(TL): 0.037 G H Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing 0 is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.884 Bearing 0 requires a seat plate. TPI Std: 2014 Max BC CSI: 0.788 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.400 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -527 D - E 0 -1660 B -C 0 -1339 E-F 0 -1339 C- D 0 -1665 F- G 0 - 526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 1038 0 K- J 1584 0 M -L 1661 0 1-1 1049 0 L -K 1665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- O 0- 773 E- J 0 - 390 A- N 841 0 J- F 460 0 N- B 0 -811 F- I MB 479 0 I G 0 831 838 0 be supplied by erection contractor. , r i? f, M- C 0- 585 G- H 0 - 763 f f fuff f•. f, i' ar f 0.748 9 e f f mil, 11 W f: jZ` efff• Of fvfr••ff r COA isT /QiUA- 1 1iPlfitQltflM 01/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperSCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face, ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI TPI 1, or for handling shipping, Installation and bracing of.trussesA seal on this drawing or cover pa e, . 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely forthe design shown. The sui ability Suite 150 and useofthisgnawingforanystructureisfheresponsibilityofthebuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insl.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10282 / T15 / SY42 Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JJP DrwNo: 022.18.1024.39995 Truss Label: FT7 KM / DF 01/22/2018 5'6" 7' 10"4 14'5"12 5'6" 2,44 6'7"8 1'3" 12 TYP) 3X6 1.5X3 III 1.5X3 3X6 A B C D E F G O N M L K J H 1.5X3 =3X4 III1.5X3 1113X4 2X4 1112X4 6' 1 " 8'4" 12 14'S"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W O 620 / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.141 D 692 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.315 D 428 240 L 288 / - / - / - / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.023 G - - H 671 Des Ld: 55.00 EXP:NA HORZ(TL): 0.037 G O Min Brg Width Reg = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 L Min Brg Width Reg = 1.5 Soffit: 2.00 BCDL: NA sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.747 H Min Brg Width Reg = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.798 Bearings O & L are a rigid surface. Bearings O & L require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.324 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 0 -387 D -E 0 -1115 Value Set: 13B (Effective 6/1/2013) B - C 0 - 941 E - F 0 - 1063 Top chord 42 SP #1 C - D 0 -1117 F - G 0 -427 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC N-M 759 0 K -J 1190 0 Plating Notes M- L 1122 0 J- 1 859 0 All plates are 3X3 except as noted. L - K 2233 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens. Comp. Attach to each truss where shown with 3-1 Bid Box or Gun nails (0.128"x3",min.). Strongback material to A}}}}}ArtNrittf Pfpalsbeby A - O 0 -605 M - C 143 -502 A - N 618 0 F - 1 0 -687suppliederectioncontractor. f, Truss must be installed as shown with top chord up. N- B 0- 590 1- G 681 0 y'ee•r"fr B - M 407 -29 G - H 0 -641 m 2 i e y • f SAT G1 A COA /O v AL ftt6kltt3/tf44 O1/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingInstalled per BCSI sections have a propperly B3, B7or910, as applicable. Apply plates to each face. oftruss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or listing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. gnawing ANSI/TPI1Sec.2. cover page, , 2400 Lake Orange Dr. The suitability Suite150anduseofthisforanystructureistheresponsibilityofthebuildingDesignerperFormoreinformation see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;-TPI : www.tpinst.org; SBCA: www.sbcindustry.com; ICC www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10283 / T30 / SY42 Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 2 FROM: JJP DrwNo: 022.18.1024.38604 Truss Label: FT8 KM / DF 01/22/2018 fir` 56" T1"12 i 111"12 556„ T 1,7,12 i 4' 2 1'3"12 2'6" 1'5"4 --f— 1'4"8 TYP) 3X4 Ill 1.5X3 1.5X3 =3X4 =4X6 IIIL5X3 =3X4 A B C D E F GH I 15X3 S R Q 0K Ill1. 5X3 III1.5X3 =3X4 — X =4X4 1112X4 AX4 14' 5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.080 J 504 360 S 523 / - / - / - / - / 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,214 J 324 240 M 1340 / - / - / - / - / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 1 - - S Min Erg Width Req = 1.5 Des Ld: 55.00 EXPNA HORZ(TL): 0.045 I - - M Min Brg Width Req = 1.5 Mean Height: NA ft NCBCLL: 10. 00 Code / Misc Criteria Creep Factor: 2.0 Bearings S & M are a rigid surface. TCDL: NA psf Soffit: 2. 00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.886 Bearing S requires a seat late. g qpLoadDuration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.901 Members not listed have forces less than 375# Spacing: 24. 0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.396 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens. Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 B - C 80 -681 E - F 920 0 Lumber C- D 248 -640 F- G 383 0 D - E 510 - 230 Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 42 SP #3 Lumber value set "l313" uses design values R - Q 627 -4 0 - N 632 - 256 approved 1/ 30/2013 by ALSC Q - P 647 -242 N - M 34 -711 P - O 640 - 248 M - L 0 - 868 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. A- S 0- 504 E- M 0 - 834A Attach toeachtrusswhereshownwith3-10d Box or R 505 0 M - F 0 - 687 material fo Gun nails0bylcontyltsttttusirrs+rrJr,A 740 10 besuppliederectionatctor9backt`>, D - N - 731 K - 1 -523 N - E 609 0 This truss spaced @ 24.0" oc supports additional d ++«„+., concentrated load at right end from 9.00' stud wall PSF) 0- 0-0 0-0-0, a.+" f 13.75 supporting roof spans with overhang. Roof load: 20.00 psf LL and 7.00 psf DL. Truss must be installed as shown with top chord up. a i .ppti i 7U a t s nn yy e1, 9, + IONA COA 90 ui 01/ 23/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build incch Components Group Inc. shall not be responsible for any deviation from this drawing,any failure drawing to build the M mvcoMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of;trussesA seal on this or cover page .. 240o Lake Orange Dr. listing this drawing indicates acceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 Suite For more information seethis job's general notes page and these web sites: ALPINE. www. alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC www.iccsafe.org Orlando FL, 32837 Job Number: N330090 TEEN BUILDER Truss Label: FT9 Ply: Qty: 1 1 SEQN. 10284 / FROM: JJP T36 / SY42 Cust: R R8975 JRef: 1 W7U89750056 DrwNo: 022.18.1024.39385 KM / DF 01/22/2018 5'6" 7'6" i 10'3" I 12'4"8 L 14' 5'6" 2' 2'9" 2,1"8 17"8 1 $ 11^ 2'6" 11 1 3 12 TYP) 3X6 1. 5X3 III1.5X3 =4X4 III1.5X3 III1.5X3 =3X4 A B C D E F G H TTo l + W 21 N M L K J I 1. 5X3 =3X4 1111.5X3 -4X4 1112X4 I12X4 7' 11"7 27'11 - — 3'4"15 14' — 1 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.095 M 913 360 P 610 / - / - / - / - / 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.192 M 640 240 L 165 / 228 / - / - / - / 11.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 B - - K 682 / - / - / - / / 11.3 EXP: NA HORZ TL 0.035 B 1 304 DesLA: 55.00 Mean Height: NA ft ( ) P Min Brg Width Reg = 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 PTCDL: NA psf L Min Brg Width Reg = 1.5 Soffit: 2.00 BCDL: NA sf Bldg Code: FBC 6th.ed01 Max 2TCCSI: 0.561 P TPI Std: 2014 Max BC CSI: 0722 K Min Brg Width Reg = 1.5 F Load Duration: 1.00 MWR. S Parallel Dist: NA I Min Brg Width Reg = - Spacing: 24. 0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.341 Bearings P, L, & K are a rigid surface. Loc. from endwall: NA FT/RT:12(0)/10(0) Bearings P, L, & K require a seat plate. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens. Comp. Chords Tens. Comp. Top chord 4x2 SP #2 N A - B 0 - 386 C - D 0 - 952 Bot chord 42 SP #2 N B - C 0 - 892 D - E 0 - 942 Webs 4x2 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/ 30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes 0- N 765 0 M- L 952 0 All plates are 3X3 except as noted. N - M 955 0 L - K 575 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs . Tens. Comp. Attach to each truss where shown with 3-10d Box or A - P 0 -592 L - E 715 0 Gun nails (0.128"xT%min.). Strongback material to pia+aruufnr„>>yr A - O 617 0 E - K 0 642 be suppliedbyerectioncontractor. N eye Negative reaction( s) of -228# MAX. from a non -wind " ` + .....•+ `i, O - B 0 -601 load case requires uplift connection. See Maximum fit y`Q+•E S••.f Reactions. q' : • • •. Truss must be installed as shown with top chord up. s 0. 708 s t• S RT 4 : 1i1`• 1Q\ cow 01/ 23/ 2018 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings 16OA-Z forstandardplatepositions. Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANR COMPANY truss in conformance with ANSI PI 1, or for handlin shippingp, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) esslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of thisdrawing, for any structureis the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 TEEN BUILDER Truss Label: FT10 5'6" 5'6" 2'6" —I TYP) Ply: 1 Qty: 1 7,6„ 2' SEQN: 10285 / T45 / SY42 Cust: R R8975 JRef: 1 W7U89750056 FROM: JJP DrwNo: 022.18,1024.39825 KM / DF 01/22/2018 10'4"8 2' 10"8 1'3" 12 1'4"8 i 12'3" 14' 1110"8 119" 4X4 1.5X3 1111.5X3 1111.5X3 =3X6 A B C D E F G H W 8'11"4 14' 5'0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl L/# Loc R / U / Rw / Rh / RL / W Q 546 / - / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.132 C 771 360 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.253 C 531 240 L 616 / - / - / - / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.037 B - - 1 377- Des Ld: 55.00 EXP: NA TL 0.055 BHORZ ( ) Q Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 L Min Brig Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.928 1 Min Brg Width Req = - Load Duration: 1.00 psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.975 Bearings Q & L are a rigid surface. Bearings Q & L require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.255 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -734 C- D 0 -701 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP #3 Lumber value set "l3B" uses design values P - 0 666 0 N - M 701 0 approved 1/30/2013 by ALSC O - N 708 0 M - L 694 0 Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3',min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. fir._ + ••rfrj; 4ry t e e t e o 14« AT Q, Wit, , .•°® ; ONvljif jMf COA #0 01/23/2O18 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- Q 0- 527 D- L 0 - 686 A- P 535 0 J- H 447 0 P- B 0- 526 H- 1 0 - 380 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicab-e. Appty plates to each face. ortruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSIPl 1, or for handling, shipping, Installation and bracing of,trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proressiona.I engineering responsibility solely for the design shown. The stability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32837 For more information see this job's general notes. page and these web sites: ALPINE: www.alpineitw.com; TPI: w Jpinst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Job Number: N330090 Ply: 1 SEQN: 10286 / T34 / SY42 Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DrwNo: 022.18.1024.38588 Truss Label: FT11 KM / DF 01/22/2018 Loading Criteria (psf) TC L L: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 918, 5'6" 7 6 9 8„8 1 1'7" 5'6" 2'6" , t,_ 1'4"8 1 ' i TYP) 4X4 3X4(" 1.5X3 =3X3 3X3 3X3 1113X6 1113X6 A B C D E F G H T T N_ INsto 1 T Z 1 P 0 N M L K J 1.5X3 = 3X3 3X3 III 1.5X3 1111.5X3 =3X3 1113X4 III 1.5X3 1112X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 . Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Old Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 8'11"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 2'712 117' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.112 C 911 360 VERT(TL): 0.216 C 644 240 HORZ(LL): 0.030 B - - HORZ(TL): 0.043 B Creep Factor: 2.0 Max TC CSI: 0.767 Max BC CSI: 0.871 Max Web CSI: 0,269 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W P 569 /- /- /- /- /7.2 K 365 /- /- /- /- /8.0 G 411 /- /- /- /- /3.0 P Min Brg Width Req = 1.5 K Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings P, K, & G are a rigid surface. Bearings P & K require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. B- C 0- 790 E- F 0 - 404 C- D 0- 793 F- G 0 - 377 D - E 0 - 403 M.V a + tif sw.e" se 4 COA #0s+ enf» 01/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O-N 701 0 L -K 785 0 N- M 798 0 K- J 392 0 M - L 793 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- P 0- 550 D- K 0 - 676 A- O 564 0 J- G 562 0 O - B 0 - 552 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin ins, per BCSI sections 63, 67 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$c Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN OW COMPANY truss in conformance with ANSI PI 1, or for handlin shipping, Installation and bracing of,trussesA seal on this drawing or cover pa e .. 2400 Lake Orange Dr. listing this drawingq indicates acceptance of pro) essional, engineering responsibility solely for the design shown. The suit9ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www aipineitw com; TPI: w tpinst org; SBCA www sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10287 / T31 / SY42 Cust R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 1 FROM: JRH DnwNo: 022.18.1024.38416 Truss Label: FT12 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 10" 4H2" $',6" F',10„ 8H2" 117' 8 1'8 1'8 8 1'g'8 1'1088 1'6" 2'8'8 4'0"8 5'4"8 6'8"8 8'0"8 810' 9'8" 1'6" 1'2"8 2182181'2"8 i 21ss8 1 0"12 1 6 i p"8 1,3"12 3X4(") 4X4 1113X6 1113X6 A B C D E F G H I J K T 2— J_ Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ Speed: 150 mph Pf: NA Ce: NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration: NA EXP:C Mean Height: 15.00 ft Code / Misc Criteria TCDL: 4.2 psf BCDL: 3.0 psf Bldg Code: FBC 6th.ed 201 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 72.00 ft FT/RT:12(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 380 plf at 0.00 to 380 plf at 11.46 BC: From 10 plf at 0.00 to 10 pif at 11.08 TC: 235 lb Conc. Load at 11.46 Plating Notes All plates are 1.5X3 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0,128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 3" Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W W 422 / 34 / 49 /- /- / 111VERT(LL): 0.022 1 999 360 VERT(TL): 0.076 1 664 240 J 790 / 48 / 200 /- /- / 3.0 HORZ(LL): -0.006 J - - Wind reactions based on MWFRS HORZ(TL): 0.011 J U Min Brg Width Req = - Creep Factor: 2.0 J Min Brig Width Req = 1.5 Max TC CSI: 0.721 Bearings U & J are a rigid surface. Max BC CSI: 0.492 Bearing U requires a seat plate. Max Web CSI: 0.124 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. VIEW Ver: 17.02.02A.1213.21 T - B 78 - 499 E - Q 51 - 504 C -S 73 -512 F -P 53 -530 D -R 51 -517 N -H 84 -525 o. 708 1 9 • a t COA#or%°H *` 01/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMMNY truss In conformance with ANSI PI 1, or for handlin shlppinq, installation and bracing of,trussesA seal on this drawing or cover pa e, . 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro) essionao engineer'inq responsibility solely for the design shown. The suitgablllty Suite 150 and useofthisorawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Apinst.org; SBCA: w .sbcindustry.com; ICC: w .Iccsafe.org Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10288 / T48 / SY42 Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Qty: 7 FROM: JJP DrwNo: 022.18.1024.39152 Truss Label: FT13 KM / DF 01/22/2018 5'6" 1 7' 1 "4 5'6" 1'74 2,6„ TYP) 11'2"12 4' 1 "8 3X6 = 3X3 1.5X3 =3X3 =3X3 III1.5X3 =3X3 =1.5X3 A B C D E F N M L w K cvo ovo J I vv H 1.5X3 1112X4 11712 IIZA4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.071 C 999 360 N 611 / - / - / - / - 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.153 C 999 240 H 598 / - / - / - / - 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 B - - N Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ TL 0.029 B H Min Brg Width Req = 1.5 Mean Height: NA ft NCBCLL: 00 Code I Misc Criteria CreepFactor: 2.0 Bearings N & H are a rigid surface. TCDL: NA psf 2. Soffit: 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.547 Bearing N requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: TPI Std: 2014 Max BC CSI: 0.721 Members not listed have forces less than 375# NA Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.294 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -387 C - D 0 -973 B-C 0 -895 D-E 0 -966 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 M - L 764 0 K - J 973 0 Lumber value set"l38" uses design values L - K 975 0 J - 1 755 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 #3 HEM -FIR or better continuous strongback. A - N 0 -593 E - 1 0 -605 Attach to each truss where shown with 3-10d Box or A - M 617 0 1 - F 595 0Gunnails (0.128"x3",min.). Strongback material to be supplied by erection contractor. M - B 0 -600 F - H 0 -549 Truss must be installed as shown with top chord up. J - E 422 0 fit 2 49 R tl w wN!!•. tltl 60ONAtowngam®®`" ltls i. COA #fV Bf/Vy 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, as applicab-e. Apply plates to each face .ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin,$c Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , for the design The suiCability Nrt CoMP.+Ny 2400 Lake Orange Dr. Lakelisting this drawing indicates acceptance of pro essiona. engineering responsibility solely shown. and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustr .com; ICC: www.iccsafe.org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enc(osed, Exposure C, Kzt = 1,00 r- 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 r- 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ri 120 mnh Wind Sneed. 15' Mean Heloht. Partlally Enclosed. Exposure D, Kzt = 1.00 S 2 x 4 Brace Gable VerticalradeSpacingSpeciesG No Braces 1) lx4 'L' Brace w Q) 2x4 'L' Brace w 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace w 2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' p Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8111 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' u D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13' l' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' LJ u Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' I F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10' 12' 8' 13' 7' 14' 0' 14' 0' CJ O 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' - 14, 0' 0J D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10' 11' 10' 12' 7' 14' 0' 14' 0' 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' l' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' u U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' l' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' l' 14' 0' 14' 0' 14' 0' 14' 0' X 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' ICU i D F L I Stud 4' 9' 7' 4' 7'.10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Diagonal brace option - vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600# at each end. Max web total length Is 14'. 2x6 DF-L #2 or better diagonal Vertical length shown I brace) single In table above, or double cut 45' (as shown) at i upper end. Connect dingonnl at midoolnt of vertical LpNIE- AN 1TWOOMPANY 13123\ Riverpon\ Drive Suite\ 200 Maryland\ Heights,\ MO\ 63043 About I Its- L ilE race T 31EIX I 8' 31E L Ll 1 41 1 1411, Refer to chart & wwVARNINI— READ AND FOLLOW ALL NOTES W THIS DRAWING Ar wwDPORTANT— FURNISH THIS DRAVING TD ALL C13NTRACTQtS INCLUDING THE DISTALLERSS russes require extreme care In fabricating, handing, shipping, Installing and bracing. RefeX t< ow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f sm ctices prior to performing these functions. Installers shall provide temporary bracing p B mss noted otherwise, top chord shall have properly attached structural sheathing and bo ae 11 have a properly attached rigid ceiling. Locations shown for permanent lateral restraint I 11 have bracing Installed per BCSI sections B3, B7 or B10, as applicoble. Apply plates to en truss and position as shown above and on the Joint Details, unless noted otherwise. I, er to drawings 16OA-Z for standard plate positions. pine, a division of ITV Binding Components Group Inc. shall not be responsible for any devlat4 r drawing, any fa0ure to build the truss In conformance with ANSI/TPI 1, or for handling, ship{ nllati— 6 bracing of trusses. seal on this drawing or cover page llstVg this drawing, Ywicates acceptance of professional Axering responsl6lllty solely for the design shown The suitability and use of this drawN any shrnchre k the responsbUty, of the Bullring Designer per ANST/TPI 1 Sec2. For more Information see this Job's general notes page and these web sltes- ALPINE www.alpineltwsam) TPI, ow.tpinst,orgi SBCA, • not... 100 www.Iccsafe.org or S £3 :45. 1 44, w'a• •wa ! Oyaww.,ww••• . same._ Bracing Group Species and Grades: Group AI S ruce-Pine-Fir Hem -Fir 1 / #2 Standard #2 Stud 3 Stud #3 Standard Dou las Flr-Larch Southern Plnewww 3 #3 Stud Stud Standard I Standard Group BI Hem -Fir 1 S Btr 1 Dou las Fir -Lurch Southern Plnewww 1 #1 2 #2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240, Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nails. K For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. K)K-For <2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Length No Splice Less than 4' 0' 2X3 Greater than 4' 0', but less than il' 6' 3X4 Greater than Il' 6' 4X4 AX. TOT. LD, 60 PSF AX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 r: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 r, 120 moh Wind Soeed. 30' Mean Heloht. Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace w Q) 2x4 'L' Brace III 2) 2x4 'L' Brace raw 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r 1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P r 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' B' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q H F Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' QJ 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ill 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J S P 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 81 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' U' U IDFL 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' KStandard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13, 0' U_ r 4' 2' 7' 2' 7' 5' 8' 5' 8'9'10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' SPf 4' 0' 6' 7' 7' 5' 8' 4' 8'8'9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U I_J [' 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' I r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' O 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' V Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Q 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' S P F 3 4' 5' 7' 7' 8' 1' 1 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U LJ Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' I F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 1 11' 2' 11181 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 1 14' 0' 14' 0' 14' 0' 14' 0' d 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 1 14' V 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ri Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' il' 1 11' 5' 1 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem -Fir I / #2 Standard #2 1 Stud 3 Stud #3 Standard Dou (as Flr-Larch Southern Plnewww 3 #3 Stud Stud Standard Standard Group BI Hem -Fir 1 8 Btr 1 Dou las Fir -Larch Southern Pine— 1 #1 2 #2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 135 p(f over continuous bearing <5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Jymm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) able Truss ilE For Q) 'L' brace, space nails at 2' o,c In 18' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces, space nalls at 3' o,c, Diagonal brace option- In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect I L member length. diagonal brace for 690# at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. i )K)K Vertical Len th No Splice 2x6 DF-L #2 or Less than 4' 0' 2X4 I Greater than 4' 0', butbetterdiagonal 4%4 Vertical length shown j brace) single 81 1I14It ff dilq J less than 12' 0' In table above, or double cut I ., lfty` 45' (as shown) at L + Refer to common truss design for J upper end. e 1 w peak, splice, and eS heel plates. ogT I s e r rt+ Refer to the Building Designer for conditions Connect diagonal at , e ' not addressed by this detall. midpoint of vertical web. Refer to chart G )v or x gable ver Ico en i;h. VARNDG— READ AND FOLLOW ALL NOTES ON THIS DRAWING, a 0, $ REF ASCE7-10—GAB16030wDRPORTANT. FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE DISTALLERSS O Trusses require extreme care In fabricating, handing, shipping, Installing and bracing. Refe$ to amll < follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA> f t» ; DATE 10/01/14 practices prlar to performing these functions. Installers shall provide temporary bracing p I. unless no otherwise, top chord shall have properly attached structural sheathing and ba am cha tl DRWG A16030ENC101014wwshallhaveaproperlyattachedrigidceiling. Locations shown for permanent lateral restraint f rebso e FI 1 shall have bracing Installed per above sections the J or BIO, as unlikable. Apply plates to ea e K K K LJJ of truss anddrawings 16 as shorn above and on Pine Joint Details, unless noted otherwise. Z, ,,,g,l fiLLrRefertotlrnrins160A-Z for standard plate positions i "V Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any devlati ei w•`" AN RWC'OMPANY this dra Ing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, aWppl mew eerw wro.+' T MAX, TOT. LD. 60 PS Installation 5 bracing f trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional 13723\ Riverpon\ Drive engineering responsibility solely for the design shown The—ItnblUty and use of this drawing I for structure Is the rc of the Build) ANSUTPI I Sec.?- Suite\ 200 anY sPon Y n(B Designer PA' Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites.ty#}rylpti{1 MAX. SPACING 24.0" ALPINE rww.atpine1tw,coml TPI, www.tpinst.orgi SBCX wwr,sbcindustry.orgR ICC- wwwJccsafe.org IiJ T' ReinforcingMember Gable Truss Go.b(e Detod( For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of. lapped plates to span the web. e; 2X4 2X4 2X8 Provide connections for uplitt specitlea on the engineereci truss aesign. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3,',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenailed Nolls- 10d Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 511515ENC100815, 512015ENC100815, S14015ENC100815, 100815 S18015ENC100815, 520015ENC100815, 520015END1 200}5j 2S11530ENC100815, S12030ENC100815, S14030E 600 NC1 S18030ENC100815, 520030ENC100815, S200 N140 1j.8R803®RE1 See appropriate Alpine gable detall for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multlply ' T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1. 30 x 8' 7' = 11' 2' w VARNIN N READ AND FOLLOW ALL NOTES ON THIS DRAVUIQ INPw+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER ORTANTa REF LET -IN V E R T Trusses require extreme care In fabricating, handling, shipping, Installing and brncing. Re "' nQd follow the latest BCSI (Bulding Component Safety Information, by TPI and SBCA' f snfe y DATE 10 / Ol / 14 edltlonofpractices prior to performing these functions. Installers shall provide temporary brncing BCSI.+ f' DRWG GBLLETIN1014 Unlessnotedotherwise, top chord shall have properly attached structural sheathing and b tomyy Eh§§cNN..dlateralbi 7I' 7 shall hove a properly attached rigid celling. Locations shown for permanent restrain o shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to ed%h s A 4e IIIIIRI lie--' LII I IL IIJr of truss and position -Z shaven above and on the iJoint Details, unless noted otherwise. ,/S Refer to drawings I60A-2 for standard plate positions. iP y h) +y `4 p { % y + Alpine, division ITV Building Components Group Inc. shall not be responsible for any devlatlo r slaw„ewes %1 AN ITWCOMPANY n of this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shlppin Installation L bracing of trusses. /i ONA MAX. TOT. LD. 60 PSF A seal on tins drawing or cover page listing this Brewing, Indicates acceptance of professional for the design The suitability and use of this drowWV C, 13723\ Riverport\ Drive Suite\ 200 engineering responsmKity solely shown. for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. y tP OA018 D U R, F A A N Y MAX. SPACING 24.0" Marylantl\Heights,\MO\63043 for more Information see this Job's general notes page and these web sites, ALPINEa www.alpineitw.coml TPI, www.tpinst.org) SBCA- wwwsbclndustry.orgi ICC, www.tccsaee.org r Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 mph Wlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 L' Brace * Q) 2x4 'L' Brace )K(2) 2x4 'L' Brace we 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B P 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' i' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' S P 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' 0 O Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11" 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' H P Standard 3' 2' 4' 11' 5' 3' 6' 7" 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6" 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9" 11' 2' 12' 9' 13' 3' J S P 2 3' 4" 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0" 12' 8' 1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0" 8' 4' 10' 7' 11' 0" 12' 7' 13' 1- U D P L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7 0' 8' 0' 8' 4' 10' 7' 11' 0" 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0 U' 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3" 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P P 3 3' 8" 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' H P Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0'#14'0'# 1> aj U S P 2# 3 w 7' iDPL Stud 3 9' 6 6 9 7 8 8' 0' 7 12' 1' 12' 7' 14' 0Standard3' 8' 5 8' 6 0 7 6 7' 1" 1' 6 11' 10' 12' 6' 14' 0# 1 2 4 3 7' 3' 7' 6' 8' 6' 8 10' 9 3' 10' 7' 13' 5' 13' 11' 14' 0' d S P P 3 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10, 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' U Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10, 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' H P Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10, 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 4' 5" 7' 4" 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S P 2 4' 3" 7' 3" 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' d 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' t rDr L Stud 4' 2' 7' 2' 7' 5' 8' 6" 8' 10' 10' 1' 10' 6' 13' 4" 1 13' 10 14' 0' 14' 0' Standard 1 4' 0' 1 6' 6' 6' 11' 8' 5" 1 8' 9' 10' 0' 10' S' 13' 2" 1 13 9' 14' 0' 14' 0' About able Truss Diagonal brace option: vertical length may be T doubled when diagonal 18' )K brace Is used. Connect L dlagonal brace for 600* at each end. Max web II Brace total length Is 14'. I I 2x6 DF-L #2 or Tbetterdiagonal I Vertical length shown j brace) single 18' In table above. or double cut 45' (as shown) at L 1 i upper end. Connect dlogonnl at I 7 midpoint of vertical web. Refer to chart sFk WARNDlfda READ AND FOLLOW ALL NOTES ON THIS DRAWINGI D1pORTANT*w FURNISH THIS BRAVING TO ALL CONTRACT132S INCLUDING THE INSTALLERSy. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Ref ti follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f practices prior to performing these functions. Installers shall provide temporary bracing Unless noted otherwise, top chard shall have properly attached structural sheathing and b to shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain of shall have lw-n osi Installed per BCSI sections the J or Bet as unless Apply plates to e of truss and position as shown above and on the Joint Details, unless noted otherwise, r, Refer to drowings 160A-Z for standard plate positions. Alpin, a division of ITV Building Components Group Inc. shall not be responslbte for any devla,4 AN nw C7DMP4NY e this drawig, any failure to build the truss In conformance with ANSI/TPI 1, r for handling, shipl Installatlan L bracing of trusses. A seat on this drawing r cover page listing this drawing, Indicates acceptance of professka l 13723\ Riverpon\ Drive engineering respaMblUty solely far the design shown The suitabPlty and use of this drawing Suite\ 200 fr any struct—e is the responsibUty of the BuildiDesigner per DesigperANSI/TPI I Sect. Maryland\Heights,\ MO\63043 For more Infrmatbn see this Job's general notes page and these web sites ALPINE w w.nlpinNtwsomi TPD wre.tpinst.orgi SBCA www.sbclndustry.orgi ICG —.1—safe.org nx gab: ve O, 7, 08 1 I•+e, ri, era r+1°=11 ,y I,,sf ON AL Bracing Group Species and Grades, Group Al S ruce- Pine-Fir Hem -Fir 1 / #2 IStandard 1 #2 Stud 3 1 Stud I i #3 Standard Dou las Flr-Larch Southern Plne*ww 3 #3 stud Standard __ St_- a-vird GroupBI Hem -Fir 1 a Btr 1 Doucitas Fir - Larch Southern Pine*** 1 #1 2 #2 ix4 Braces shall he SRB (Stress -Rated Board). wFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing ( 5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nails. K For ( 1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o,c, between zones. KWor (2) ' L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minlmum of 807. of web member length. Gable Vertical Plate Sizes Vertical. Length No Spice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by thls detall. REF ASCE7- 10-GAB16015 DATE 8/ 3/15 DRWG S16015ENC100815 Less than 4' 0' 2X3 Greater than 4' 0but 3X4 MAX. TOT, LD, 60 PSF MAX. SPACING 24, 0' VALLEY FRAMING & BRACING DETAIL i R BC Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. e the crippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITypl innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 416d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cri le to urlin 3 16d toe -nailsPPbt'A(,t:U Z4 U.U. (NOT REQUIRED IF SLEEPERS ARE USED) 13. P Collar beam to rafter 416d toe -nails BLOCKING NOTES NOGENERALNOTESCRIPPLE, BRACING, NOTE:16d(0.162"x3.s")COMMON NAILS Purlins required 2'-0" O.C. in absence of plywood sheathing. -2x4 continuous lateral restraint (CLR) min. is required for cripples 5, W to 10%0" Ion Trusses without sheathing applied must be evaluated accordingly. nailed wl 2 -10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge Purlins should overlap sheathing one truss spacing minimum, of cripple with 10d fOA28"x3.0") nails at 6" o.c. "T' or scab must be 90 % of cripple length. In cases that this is impractical, overlap sheathing a minimum Cripples over 10'-0' long requre two CLR's or both faces w/ "T" or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails. minimum of 8-8d (0.131'W.5") common wire nails. ,Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. installed Into ridge board This drawing applies to valleys with the following conditions: - Install blocking under rafter if sleepers are not used. i Spans (distance between heels) 40'-0" or less -Install blocking under cripples If cripples fall between Maximum valley height: 14'-0" lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NDS requirements. Maximum mean roof height: 30 feet Nails are common wire nails unless noted otherwise. ASCE 7-05, 140 mph, Enclosed, Cat II, Exp B, I=1.0, Kzt=1.0 Or A Maximum of ASCE 7-30, 180 mph, Enclosed, Exp D, Kzt=1.0 p p H. 00 A) (B) " ) VARGM;1— MAD AIID FDLLDV All RmsS IN ties MAWDG TC LL 20 30 40 54 REF VALLEY FRAMINGss(D6KWAW— FUMSn Ttas IRAVDIG. M ALL rlltfTRACMRS DO V*; TTE ESFRS. TALI'+No. 70861 piTrusses require extreme care h fnbrlcntMq, hw.Aky, shlppkV, tnstntllno and bracho Refer to arw{x • fallow the latest edition of 8CSI UkAdww Ccr%o t Safety Inforration, by TPI and SBW foasaietyo TC DL 10 20 7 7 DATE 10/O1 j 14 practices prior to performhg these functions. Installers shaU provIde temporory bmclno pet • unlessnotedotheeelse, top chord shalt have property attached structural shoathing and boSoC NW. a BC DL 0 0 0 0 DRWG VACNV1801015 r stall have a properly attached Hold ceihp. Locations shorn for pe—hent lateral restrahtyf webs. STATE OF r r1 shall have andpa. hstas s per Bbo and on the 87 or 810, U, nrgtks no d otherwise. Platesto eadh fa • • / _. QOIllllt\\VVI 11 of truss and ins 16 as shorn above and an the ,ldnt lletalls, unless noted otherelse. • , BC 1.L 0 0 0 Refer to drawings 160A-Z for standard plate positions. •• . s Atphe, a dMslon of [TV 8ulld+g Components Group Inc shaLL t be responslbie for any deviatkk P •• of AN rrwCDMPANY this draw -% 4 0R%V 1'OT. LD.3o 50 47 61 hD. bracing ingof to build floc truss h conformance wtih ANSI/TPI 1, or for hondlhp, sNppi • •• Q k. st sea n a is dra of trusses. , •. jp„re• • ( ` A seal on this dras•p or cover pope ltsthg this n. Th., *WAts acceptance of proFesslonol j, w{j mA' ts«ely for floc design shown The rttobAtty o.d usr of this drowtnp '/ `\` `` DUR. FAC. 1.25/1.15 13389 Lakefront Drive for arty k r• pors"tty of A&Jing Designer per AtYSI/TPI 1 SecZ Earth City, MO 63045 For more Information see this Job's general notes page and nurse web sltesr t ALPDFr wwwatPkwttw.conl TPI, wew.tpk(storg, SacA, www.sbc1mustry. Vi IM wwrkcsafe.crg SPACING SEE ABOVE c u c n NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGE WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 T.dtaE Truss 0unntity 0 I m SHINGLE ROOF D 6 f 12- zxA HEEL-3/t 0 PLUMB 12 " TRUSS HELD FOR PLYWOO 3/4- SUBFLOOR WALL HT. BASED ON 9'-4" A.F.F. 1No S0FO[2D FPAP, 9 3 g R TO PACCK FOR CONNECTION. CJ3 Lo J U 7U TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING REFER TO B PACK FOR CONNECTION. TYPiC'AL 7' SETBACK CORNERSET-LABELING" - AND SPACING NEWin2 timmyiQili AL= HTU 26 (SIMPSON) JL = THA 422 (SIMPSON) HUS46 (SIMPSON) J L= HUS26-2(SIMPSON) J L = HGUS26-2( S I MPSON) laGeled Er York ATTENTION! m ancT Mirn n O,aLT KG -rl REFER TO BCSI -B1 Tnas rust be set tW ay IF ova used truss 8 en omrple, yair toss ray rot raid. Lstst owr aoerato sets truss tbls .ay. General Notes 1) N paradd dad lane.. M tans and eat tuba- n»bp-d dperp-AWt— ta bu W-t aT green " up 2) AN is a Sp— N1626 -k. dhvu6e nefed. 3) N true gatig a 2e Olt u.k. dkaee 4) Per.Trm d,uXbMihdeBG4A1 nmlim prn,msi -6uciaq H b.phcowdd otda mmdreno ryodag I5' QG croon tM epu% b b. rapm- d o rnoarn.n d 20' bd— e.h X- brain ftmog A the struck PI.. W. to t M-M tar aW odgbi W bracing ddda ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL = n PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.26 % NAND SPD/TYPE-- 150 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Truss member de,{ @ connector plans cdesitedform7-10 •-d masimiim forces from both wmlwnents md claddings and main wind force resisting sysi<ms. These busses have been re owed tocam- an addirioral ION psf nonwncunem bottom che rd live Inaa. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF SCOL = 5 PSF TOTAL = 55 PSF ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 09- 4 20'- 3/4 DESCRIPTION WT. DATE ev ommmc wMc sa v»nn LOAD/ DESORPTION INIT. DATE ar r,. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G N. W. WINTER HAVEN FLDRIDA 33880 PHONE.( 800) 959-8806 PA%. ( 863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2138 CCA PROJ/MODEL/ALT 9A6/ 9A?/213MA.B/213TA.B/213SE 2 ALT DE508'X8' COVERED LANAI OTC : LOT : 313 BLOCK: DESIGNER PAGE JRH DATE 10/ 4 16 NN330090L LE 1A4 "= 1' THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF ENGINEERED TRUSS DRAWANGS AND D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # R _ g 3 1 Project Location Address: Santa Rosa a GE) J D 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 herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certan-reed Shingles FL5444-R12 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent 16568.1 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 Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Rae¢1oBEEtI- i0R WN0.WR P1AV DT'@6LT5 i tEjryy7 NDTE kEE 'L NT REDD CyC FA LEIN DPI. 5114M A5 FCR D`1. I' usl6 h SIUDS IR]E STD. PL.4i1 BASEmw lrfr' 08BBAO.W Yr DRT:W1 CALI. TOP SCyb N' . I.B' P4i£R PRt£ I LEAD p4X AfF. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 70' 1 21' 3 i' 53' WINDOW CALL OUTS 4 $'4 V2 32 5H 72 5L4 37 5426' t^ 35' Q 13 SH V7 33 5H 23 W 33 SH 14 54 W 34 514 24.54 34 FA -Ip5P 0 15 SN K 35 5H 25 SN 35 SHZ63' a 12' 16 &4 612 36 SH 76,34 36 544 GL. 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I!Ila= D81?kt16ME ABDUtDBMt' DBPR:DIi'ISf6N9 CONTAL7DBPR Refine Search Code Version 2017 FL# 18644.03 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Saarrh RPeultc - ennliratinnn FL# Tvoe Manufacturer Validated By Status FL18644-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved History FL#: FL18644.3 717) 317-8454 Model: 3500 PW Description: 50x96 Category: Windows Subcategory: Fixed Approved by DBPR. Approvals by DBPK snail be reviewed and ratmep by the POC and/or the lommission Ir necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please clickhere. Product Approval Accepts: MW = Credit Card Safe https:// www.floridabuilding.org/pr/pr app_Ist.aspx 1/1 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, 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 1X 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. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 118 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 N0. DESCRIPTION 1 NOTES 2 ELEVATIONS 3 - 7 1 INSTALLATION DETAILS REV I DESCRIPTION REVISIONS GATE APPROVED 15. 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. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE (j8 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. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 GRAVIIY OF G=0.42 D. 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 16GA (.060" THICK), 33KSI OR ALUMINUM 6063-T5 .058" THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN, 20.THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500PWCHS, 350OPWMULL, 3500SP, 3540PW, 3540PWMULL, 3540PWCHS, 3540SP, 358OPW, 3580PWMULL, 358OSP, S-350OPW, S-3500PWMULL, S-3500PWCHS, S-3500SP, S-3540PW, S-3540SP, S-354OPWCHS, 1255PW, 1255PWCHS, 1255PWMULL, 128OPW, 910SP. 3500HPPW. 3500FIPPWMULL AND 3500HPSP. 4(>dlf_QLAW i- t SIGNED: 0211112016 MWINDOWS 650 EST KESTREET GRATZ, PA 17030-0370 v•\GENS •S 0 96Y SERIES 3500PICTUREWINDOW60" X 96" NON -IMPACT Q NOTES 70 , TAT OF = F<Oft10P` G\ S ONAit\\\\\\ DRAWN: N. G. DWG NO. OS REV DATE sOEE858 iCALENTS 02/02/16 1 OF 6 fr Ff HE 60" MAX. FRAME WIDTH 6" MAX 24" MAX. O.C. I-- I---- 6" MAX 6" N 24 0c AX. AME IGHT 6" SERIES 3500 PICTURE WINDOW EXTERIOR VIEW FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 56" X 92" 2. (2) 1/4" X 1/2" WEEPSLOT AT 2 1/2" FROM END GLAZING CHANNEL. 3. (2) 1" X 1/8" WEEPSLOT AT 2 1/2" FROM EDGE OF SILL FACE NX MAX r SEE CHART #1 FOR NUMBERS OF ANCHORS REVISIONS I REV I DESCRIPTION DATE APPROVED CHART # I Number of anchor locations require Frame Frame width (in) Height in) 36.00 Head Jamb 42.00 Head Jamb 48.00 Head Jamb 54.00 Head Jamb 60.00 Head Jamb 66.00 Head Jamb 72.00 Head Jamb 78.00 Head Jamb 84.00 Head Jamb 90.00 Head Jamb 96.00 Head Jamb 24.00 2 2 3 2 3 2 3 2 3 2 2 4 2 4 2 4 2 5 2 5 2 30.00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 36.00 2 2 3 2 3 2 3 2 3 2 2 4 2 4 2 4 2 5 2 5 2 42.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 48.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 54.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 60.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 66.00 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 7200 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 78.00 2 3 4 3 4 3 4 3 4 4 4 A 84.00 2 4 3 4 3 4 3 4 3 6 4 6 90.00 2 5 3 5 3 5 3 5 3- 96.0 1L 1 '2 WL414' 03 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 350D PICTURE WINDOW 60" X 96" NON —IMPACT ELEVATIONS DRAVIN: DWG N0, N. G. 08-02858 SCALE NTS I DATE 02/02/16 ISHEET2 OF 6 SIGNED: 0211112016 1R! ) L OENs.- (, 70' STATE OF ;<u` 7/16" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK METALBY OTHERSWSHIM 1 1/4" MIN STRUCTURE EMBEDMENT BY OTHERS APPROVED BACKER ROD SEALANT APPROVED 11 PACESEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. BACKER APPR HIM SPACE SEA VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION STRU, BY 0 5/8" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT 7/I6" MIN. EDGE DISTANCE 8 WOOD 8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. rSHIM PACE 5/8" MIN. 1 INTERIOR EDGE DISTANCE E 8 SMS OR SELF DRILLING SCREWS OO O METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 L am. MIWINDOWSIWAND IR STREET EST AtoJ\Sginf GRATZ, PA17030-0370 GEN q NOTES. SERIES 3500 PICTURE WINDOW 0y61?61 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 60" X 96" NON —IMPACT FLANGE INSTALLATION DETAILS E OF NOT SHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE pTAT P< p R10P • \'' DRAWN: DWGNO. REV DESIGNED IN ACCORDANCE WITH ASTM E2112 O8 SO 658 sn• SCALE NTS DATE 02/02/16 5 OF 611 2 1 /2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a ° 1 1/4" MIN, OPTIONAL 1X BUCK " • d EMBEDMENT SEE NOTES 3 - 7 SHEET 1 C O BACKER ROD 1/4" MAX. APPROVED SEALANT o SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR SILL TO BE SET BACKER ROD IN A BED Of APPROVED APPROVED SEALANT SEALANT o OPTIONAL 1X BUCK i MAX. SEE NOTE 3 - 7 SHIMM SPACE SHEET 1 OOO CONCRETE/MASONRY BY OTHERS ° n a` G VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION OME I APPROVED CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS -^ EMBEDMENT OPTIONAL 1X BUCK _ y? 1/4" MAX. SEE NOTES 3 - 7 SHIM SPACE SHEET 1 as .. 3/16 TAPCON INTERIOR 2 1/2" MIN. EDGE ° >. DISTANCE BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. •+.-- 111 2. PERIMETER AND JOINT SF_ALANT RY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0211112016 MsSo IwDOWESTMARKETS D R I -l/pSDOORSTREET\\S GRATZ, PA v E NSA17030-0370 r, SERIES 3500 PICTURE WINDOW tk' 0f 61 k 60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS q0 • TAT OF DRAWN: DWG NO. REV lti` i p tcSi OR10Q: OS C 7S7ONAI. I aXX s02 858 SCALE DATENTS 02/02./16 6 OF 6 Florida Building Code Online Page 1 of 5 4. a td BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Facts ; Publications ( FBC Staff BCIS Site Map I Links Search Florida rQ;; Q Product Approval USER: Public User r9Y` s'. 'xn Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R6 Application Type Revision Code Version 2017 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 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 Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/23/2017 Date Validated 08/30/2017 Date Pending FBC Approval Date Approved 09/09/2017 https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/ 16/2018 Florida Building Code Online Page 2 of 5 of Products FL # IModel, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(11355)C7327.01-109-47- 1.0f Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH 36 x74 Fin.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 40x66.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x72.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47 - 6.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvFGYZsjrZFR... 2/ 16/2018 Florida Building Code Online Page 3 of 5 Evaluation Reports Created by Independent Third Party: 117676.7 13540 SH 152x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.0 Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other:LC-PG40 FL17676 R6 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 4402 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 II 08-01371B 11.0f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.0 Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FL17676 R6 II 08-02269A 12.1)df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/ 16/2018 Florida Building Code Online Page 4 of 5 FL17676 R6 AE 513015A 2269.ndf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10818)C7325.01-109-47 - 13.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 II 08-02270A 13.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270.ndf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.1)df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 Fls 52x84.pdf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install Instructs - 3540 SH FIN 48x72 (As Tested).odf - ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10817)C7327.01-109-47 - 16.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH CHS Fin 108x74.pdf Verified By: American Architectural ManufacturersASTME1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 SH.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 II 08-02997 - Anchor Clip.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 16/2018 ELEVATION 2" typ. 36" o.c max. 2" typ. T 8" o.c. Max. 1— vm J'th'CLEARANCE ALL FDUR SIDES) I C 'SAIL FIN' IS A GENERIC TERM WHICHre •unt OJTTAIr 171 Aeire1 FLASH BY OTHI Anchor See Section Del F Min Edge 7/16" HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL 6 X 1-5/8" SCREW (SHOWN WITH I" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #B2133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from corners and no more than 8" on center. Design pressures of smaller window sizes are limited to that of the test window. F L 17 (,9-7 lzo . -d— SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36" x 84" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Mi 71, INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — Fl N — oRC1X=. mawatDATE. M.R. OE° D 12-14-09 DAM Windows &Doors 3540 Single Hung NONE 1 1 Gratz, PA 3540-3240 SH FIN — 36" MAX. _ FRAME WIDTH 4" MAX. ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CHART SHEET I FOR UNIT SIZE AND ANCHOR QUANTITY J. MAX. 84" MAX. FRAME HEIGHT SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number o/ anchors required at each jamb Height in) Panel width (in) 24.0 30.0 35.0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 48.0 3 3 3 54.0 3 3 4 60.0 4 4 4 66.0 4 4 4 72.0 4 4 5 78.0 4 4 5 84.0 4 5 5 I TABLE OF CONTENTS ISHEET NO. DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS REVISIONS DESCRIPTION I DATE I APPROVED 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 PROPERLYTRANSFERALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH .APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF HE ARCHITECT OR ENGINEER CF 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 RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH CVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF-104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E 1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SF- IM'WHERE SPACE OF 1./16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM S1: ACK TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/ 16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/ 8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, II) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) 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 COMFRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). SIGNED: 1012112011 M650 IWDOWESTMARKND II ET STREETSDOORS 0 1 /// lRGRANTZ, PA 17030-0370 GENs {+ 0 95 * SERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES O•• TAT OF • ` CpR10P•\\ DRAWN: DWG NO. REV 08 20F S 0NAL1EaX\ SCALE NTS IDATE 10/17/11 sOeejt 3 REVISIONS REV I DESCRIPTION I DATE I APPROVED 2x BUCK/woo[) FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE - r F1u__2u SET IN BED OF Jul 1/4' MAX. _ 1 3/16" AKIN. _ 1/4" MAX. APPROVED SEALANT SHIM EMBEDMENT SHIM HEAD TO BE SET iN A BED OF APPROVED ( #0 WOOD SCREW Illiii^I CONSTRUCTION SELANT INTERIOR 2X BUCK/WOOD FRAMING i BY OTHERS, 2X BUCK TO °WriiCttn>\tt -i_f 1J11T-TEXTERIORINTERIORBEPROPERLYSECURED \ a_ c 1j EXTERIOR FLANGE TU BE SET IN BED OF sILL ro BE SEr IN APPRo r_D sEALA1uT HORIZONTAL CROSS SECTION BF- D OF APPROVED CONSTRUCTION . ADHESIVE 2X BUCKANOOD FRAMING INSTALLATION a I- n FLANGE TO BE -- i.- _- j4" MAX. SET IN BED 01= \\\fl L LACoC G SHIM APPROVED SEALANT - NOTE INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARIIY. 3i CK/w000 FRAMING MI WINDOWS AND DOORS Illlllllzt BY OTHERS, 2X BUCK TO VERTICAL CROSS SECTION\5 650WESTMARKETSTREETR , 0 2xi BE PROPERLY SECURED 2XBUCK/WOODFRAMING INSTALLATION GRANTZ, PA 17030-0370 6ENS'9,% SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW* 0 5 *= STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS 5` 0 , TATOF DRAWN: ME NO. RE- jO ZORIOP V.L. iss/ONAI 08-01372 - I SCALE NTSDai[ 10/17/11 SHEET 2 OF .3 11111\0\ MASONRY/CONCRETE BY OTHERS OPTIONAL 1X BUCK BY OTHERS, 1 X BUCK -10 BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 FLANGE TO BE SETIN BED OF APPROVED SEALANT EXTERIOR FIANCE TO 13F SETIN BED OF APPROVED SEALANT OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE Noll 3 SHEFI 1 d aJ HEAD l0 BE 51-T IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION SILL TO BE SET IN BED OF APPROVED CONSIRUCTiON ADHESIVE 1/4" MAX. SHIM REVISIONS REV DESCRIPTION DATE I APPROVED 1 1/4" MIN. _ _ 1/d" MAX. EMBEDMENT SHIM MASONRY/CONCRETE 3/16 TAPCON BY 01HERS INTERIOR EDGE DiST. / `I OPTIONAL 1X BUCK BY \ EXTERIOR OTHERS. IX BUCK TO BE — — PROPERI_'Y SECURED, SEE FLANGE TG BE NOTE 3 SHEFI 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHO'•AN FOR CLARI-Y. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 w1111111Irii,, S 0%f ii 9S% GENS SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW T•'0/,,6 6 rt= STEEL REINFORCED — NON —IMPACT 36 X 84 cINSTALLATIONDETAILS TAT OF \ DRAwN. over, n10. REV FS ORIOP\: O8 '01E372 — 0NA1.1Ea\ SCALE DATENTS 10/17/11 3 OF 3 1/23/2018 Florida Building Code Online e : Z.I pI 1bnFNaa'r*wh«'''r k i:,.... •a'" _+fu'TKI S I' t,k ProfessionalRegulatfon a ..; '£'. s ''aa; ;DBPR HQME SABDIIT DBPIR DBPR DlFSIDNS'.CON=11`DBPR Florida Sm Product ApprovalprUSER: Public User iSWir ?p=LFhYs Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 17676.16 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Gawrrh Racultc - Annlirwtinnc FL# Tvoe Manufacturer Validated By Status FL17676-R6 Revision MI Windows and Doors Steven M. Urich, PE Approved History FL#: FL17676.16 717) 317-8454 Model: 3540 Triple SH Description: 108x74 Fin Frame Triple CHS Category: Windows Subcategory: Single Hung Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ECAEc Credit Card Safe https://wv,w.floridabuilding.org/pr/pr app_Ist.aspx 1/1 fj'&A" CLE ALL FOUR WHICH ELEVATION 108" SFIFATHING e i.. E.. JAMB DETAIL HEAD DETAIL FLASH BY OTHI Anchor See Section Details) s.rw. Min Edge " n Notes: 1. Installation depicted based off of structural test report III C7327.01-109-47. SIZE HEADER AS NEEDED 2. Wood screws shall satif the National Design Specification for Wood Construction for material type and Caulk under ENTIRE dimensional requirements. Perimeter of Nailing On before 3. Wood buck installations are assumed 2x fastening. S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4: Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. r DRYWALL 7: Installation shown is that of the test window for the size shown and the desl ressure claimed For window SHEATHING) MUSTEW (SHOWN ACH EVE qi 1/2" sizes smaller than shown, locate PENETRATION INTO STUDVE fasteners approx. 2" from corners and f ' I pressures more than on center, Design j pressures of smallerer window sizes are SILL DETAILj-- I limited to that of the test window. T D A_6" L 71"O'l b_ 1 1-)K 4 Tap V- ol, I SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 74" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) mom n"r' INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN — aw sn V.M.R. am 8-20-09 TM 3540 Single Hung NONE i 1 Windows & Doors Gratz, PA Continuous Head and Sill 3540 SH CSH FIN — Florida Building Code Online Page 1 of 3 EE:. r BCIS Home I Log In I User Registration ; Hot Topics i Submit Surcharge I Stats & Facts ( Publications FBC Staff t BCIS Site Map Links Search Honda p r ON Product Approval d USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail a+ . i FL # FL15332-R4 Application Type Revision Code Version 2017 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 12/31/2018 Validated By Steven M. Urich, PE E/3 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 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEV XQwtDgtH8 5 72gvdWI... 2/ 16/2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FL15332 R4 II 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf 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 R4 II 08-00498E.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 R4 AE 510805D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD ORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.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 R4 AE 512968C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02249C.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 R4 AE 512969C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM"'SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.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 R4 AE 512970C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E 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 R4 II 08-00499E.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 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.P_df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 2/ 16/2018 Florida Building Code Online Page 3 of') Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510808D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00502E.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 R4 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.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 R4 AE 510810D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: Mffl W F__] R Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 2/ 16/2018 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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X 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 E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. 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 EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE 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. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING 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. 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 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS DRAWN: F.A. SCALE NTS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" NOTES DWG NO. 1 08-00499 DATE 02/23/09 1SHEET 1 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlomaspe.com Ig RE SIGNED: 0612112017 xx51 R I 0% 0 E N SF'q'p i 0,.6951 TTA(T; r OF ss NAt,EaG\ Luis R. Lomas P.E. FL No.: 62514 FF HE 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. ' 6" MAX 17" MAX O.C. 0 XIAXAXIGH GHT6" MAX SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40. OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2" x 95" 2. MAXIMUM D.L.O.: 44 5/8"x 90 518" CHART# 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 6" MAX SEE NOTE 9 SHEET 1 Design pressure chart (psi) Frame Single Panel and Total Frame Width (in) Height 30. 0 36.0 42.0 48.0 60. 00 72.00 84.00 96.00 in) Pos Neg Pos Neg Pos Neg 84. 0 40.0 6DO 40.0 52.2 40.0 48.0 88. 0 40.0 60.0 T40.054.9 40.0 49.192.040.0 59.8 40.0 46.496.040.0 56.9 40.0 43.9 40.0 I 40.0 CHART # 2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED: SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Single Panel and Total Frame Width (in) 30. 0 36.0 42.0 48.0 Height 60. 00 72.00 84.00 96.00 in) Pos Neg Pos Neg os Neg 52. 2 52.2 8.0 J5.0 48. 0 M24q49.1 49.1 45.0 in46.4 46.4 2.4 42.4 43. 9 43.9 40.0 40.0 CHART # 3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30. 0 36.0 42.0 48.0 60. 0 72.0 84.0 96.0 in) 2S Jamb H8S Jamb HB,S Jamb H&S Jamb 84. 0 4 6 5 6 6 6 6 6 88. 0 4 6 5 6 6 6 6 6 92. 0 4 6 5 6 6 6 6 6 96. 0 4 6 5 6 6 6 6 6 HARDWARE SCHEDULE FLAT MOUNTED HANLDE SET (99-04-145) AT 38 3/4" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS MIN U M 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" ELEVATION DRAWN: DWG NO. F. A. 08-00499 SCALE NTS DATE 02/23/09 1SHEET OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 rllomas@Irlomaspe.com SIGNED: 0612112017 0///. ENSFgif' 0 61261 ST((,, At(TikrEOF • 0' F Luis R. Lomas P.E. FL No.: 62514 N FIR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX — 17" MAX 1— O.C. 6" MAX 17" MAX O.C. 6 } AX X GHGHT 6" MAX 6" MAX REV DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2" x 95" 2. MAXIMUM D.L.O.: 44 5/8"x 90 5/8" CHART #4 Number of anchor locations required Single Panel and Total Unit Width (in) Frame Height 30.0 36.0 42.0 48.0 in) 60.0 72.0 84.0 96.0 H8S Jamb H85 Jamb H&S Jamb H8S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 5 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 1 SERIES 420 REINFORCED SGD (2) ANCHORS PER LOCATION EXTERIOR VIEW AT SILL SEE CHART #4 DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS REQUIRED 40.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANLDE SET (99-04-145) AT 38 3/4" ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS ALUMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FIN ELEVATION DRAWN: DWG NO. F.A. 08-00499 SCALE NTS IDATE 02/23/09 1SHEET3 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOalrlomaspe.com SIGNED: 0612112017 11R I L1 0 ///// i o„fi 251 o TATTrrE OF ; REV '4F•:101110' E js ONAI`0aG\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR GUUG VIJ IHIV I.L 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 AS TM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE F- O INTERIOR 1/2" MIN. AEDGEDISTANCE ILJI 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00499 SCALE NTS IDATE 02/23/09 SHEET OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlo—W.Com SIGNED: 0612112017 iL O q v,•\GENS•,s a 6 251 TAffTkkE OF ; 4j REv % 0' cFs C0R0.p' E is'ONAL1E? Luis R. Lomas P.E. FL No.: 62514 M ETAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 T-- 1/2" MII EDGE DISTf I— 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DWG N0. F.A. 08-00499 SCALE NTS DATE 02/23/09 1SHEETS OF 10 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rllomasOa trbrnaspe.com SIGNED: 0612112017 R t - I i 6EN SF 9S o,.fi1251 TAffT rrE OF REv F•;.CORiOP• E ijs NAl1 aG`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. _ SEPARATION EDGE DISTANCE e a 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALA 1 1/4" MIN. aTe.11 EMBEDMENT c °. 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT o 1" c MIN. EDGE > DISTANCE a v 3" MIN. > SEPARATION REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 r 1/4" MAX. SHIM SPACE El 1:111FEI INTERIOR 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 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 LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00499 SCALE NTS I DATE 02/23/09 1 SHEET 6 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rllomas@Irlomaspe. com SIGNED: 0612112017 11 0 i•\GEfVS,•giP o,,fi 51 t' A TAT E OP ; REv i0'c••FZORIOP• E js 0NALIE\\ Luis R. Lamas P.E. FL No.: 62514 1- MIN EDGE2DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMEBEDMENT SHIM SPACE 10 WOOD SCREWS O 1/2" MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR 0 BE SET IN N OF APPROVED # 10 WOOD SCREWS ILIx DE==cn 10 WOOD SCREW WOOD FRAMING OR 2X BUCN BY OTHER MIN. vENT LUUr UIJIAINUL 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 1JJr %.— EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI DOWS DOOREETRS LLC R I ICIoWEST650MRDEJCS` 9, yGRATZ, PA 17030 GENs 0, 61251 kSERIES420REINFORCEDSGD 96" x 96" FLANGE INSTALLATION DETAILS; STATE OF ; r% iF(OR1dQ: ` DRAWN: DWG NO. REV O8 E i7s ONAl1Ea` LUIS R. Lomas P.E. FL No.: 62514 SOOE499 AEDATENTS02/23/09 7 OF 10 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 rllomas@Irlomaspe—m METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1MIN. I EDGEE D DISTANCE1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 1 / 4" MAX. SHIM SPACE MS OR DRILLING v SILL TO BE SET IN A BED OF APPROVED SEALANT L 1/ 2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F. A. OS-00499 SCALE NT$ IDATE 02/23/09 1SHEET OF 10 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 rllomasOalrlomaspe.com SIGNED: 0612112017 0 1 / G E N SF qiP 0„ 61261 * o ; STA TliOF ; REV 0.`AZORIOP•? E ONAl1EaG`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN, 1 MIN. SEPARATION EDGE DISTANCE ' 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL J 1X BUCK TO BE 1 PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON 3" EXTERIOR INTERIOR SEPARATION 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT e 1 a 1 1/4" MIN. a EMBEDMENT n d a. a 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/1.3 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4" MAX. ti SHIM SPACE e° v H1-1' E 3/16" TAPCON J ° INTERIOR EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE7MASONRY INSTALLATION OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 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: 0612112017 MI DOOREET LLC 1R IL650DOWSWESTMAR 0 1' GRATZ, PA 17030 J\S 1 v •\GENSF SERIES 420 REINFORCED SGD 0 9519 96" x 96" FLANGE INSTALLATION DETAILS o Li` 0,• TAT OF DRAWN: DWC NO. REV ii.;A ZORM' GCF.' 08 500499 E 7s/ 1ONAt\ SCALE DATENITS 02/23/09 9 OF 10 L. ROBERTO LOMASPE. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514434-688-0609 rllomasC&lrlomaspe.00rn WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE I EXTERIOR 1/4" MAX I 4lU cPArF 1 1- 7/16" MIN EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8" MIN XTERIOR EDGE DIST. TRIM a 1 1/4" MIN. INTERIOR EMBEDMENT JAMB INSTALLATION DETAIL 1/2 MIN. WOOD FRAMING OR 2X BUCK INSTALLATION METAL EDGE STRUCTURE DISTANCE MASONRY BYONCRETEOTHERS 1X BUCK BY OTHERS, BY OTHERS F HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TRIM 3/16" INTERIOR TAPCON 1 1/4" MIN. EXTERIOR PANEL EMBEDMENT WOOD HOOK STRIP HOOKSTRIP INSTALLATION INTERLOCK FRAMING MASONRY/CONCRETE BY OTHERS F, ' 10 SELF DRILLING SCREW 1/4" MAX. PANEL F SHIM SPACE EXTERIOR INTERLOCK r HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. 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 INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" NAILFIN & HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00499 SCALE NTS IDATE 02/23/09 ISHEET10 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rllomas@Irlomaspe.com SIGNED: 0612112017 J\\J\ S 191111 LI0 /i k• 0„6951 *= o T(,AATTrrE OE WET cFS : G ORMt- ,- ESI'mNAI`ti? Luis R. Lomas P.E. FLNO.: 62514 Fodda Product ApprovalilbUSER: Public Userpr Product Aooroval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 18504.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Canr h Roci Jtc - Annlirntinnc FL# Tvue Manufacturer Validated By Status FL18504-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved History FL#: FL18504.2 717) 317-8454 Model: M-1926 Vertical Mullion Description: M-1926 Vertical Mullion Category: Windows Subcategory: Mullions Approves Dy UtSVK. Approvals Dy UnrK snau oe rev:ewea ano racinea Dy cne FUG ano/or cne I-ommissiDn it necessary. 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To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: check E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 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. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALT_ BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = Wt + W2 2 REVISIONS IREVDESCRIPTIONDATEAPPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE IN, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED, HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS L'3sb Lf MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: V. L. I 08 -01445 NTS DATE 01/11/12 1 SHEET OF 3 DWG No. SIGNED: 0810712015 1R 11. .'/// 6 NS,F c1'- TMOF ;u'f, 0. • <u Z 0 RMt G?\ NA j1\ 107 3/8" COMBINED WIDTH W1 3" 8 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I 107 3/8" OMBINED WIDTFI W1 -{ W2T FRAME HEIGHT WINDOW WINDOW MULLION SPIAN) 107 3/B" COMBINED WIDTHFWlW2 83" WINDOW FRAME HEIGHT VWINDO WINDO MULLION SPAN) Wt L- COMBINED W2 107 3/8" WIDTH Design pressure rating (pso Units anchored Into wood framing Mullion span (In) 18.13 Tributary 25-50 36.00 width (In) 42.00 48.00 5Z13 25.00 130.0 1130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49. 33 120.7 94.3 77.9 73.8 72.1 72.0 6200 92.4 70.6 56.0 51.5 48.6 47.4 65.63 86.5 65.8 61.7 47.3 44.4 43.0 72. 00 77.8 5B,7 45.6 41.4 38.5 37.0 84.00 62.1 45.0 33.1 29A 26.3 2" 107 3/8" TWlOMBINED WIDTH 8 W"DOW IINDOWFRAME ' HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTHFW-1 yll W2 83 WINDOW J FRAME HEIGHT MULLION SPA" W1 I W2 -- 107 3/8" COMBINED WIDTH REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 107 3/8'. COMBINED WIDTH W2 83" WINDOW FRAME HEIGHT j WINDOW MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. Design pressure rating Ip4 Units anchored Into masonry/concrete Mullion span (in) Tributary width 18.13 2&50 36.00 42.00 in) 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.01 130.0 37.36 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 6ZOO 130.0 115.4 87.8 79.3 73.9 71.5 65.63 130.0 96.6 72.9 65.5 60.5 58.2 72.00 99.3 72.4 54.0 48.1 44.0 42.0 84.00 1 62.1 45.0 33.1 29.1 28.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE L W1 IF- W2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: DWG NO. V. L, 08-01445 SCALE NTS JDATE 01/11/12 1 SHEET OF 3 SIGNED: 0810712015 1R 1` 0/ i oTAT 0 • ,:' p'•'c OR10P. ONA j1E G\\ r 2 1/2" MIN 1" MIN EDGE DISTANCE SEPARATION MASONRY/CONCRETE BY OTHERS Q 1 1/4" MIN. EMBEDMENT I I J J 1/4" TAPCON SECT5796 CLIP 1-1111-11 SECT M-1926 MULLION SECT5796 CLIP 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT 1/2" MIN WOOD FRAMING/ EDGE DISTANCE 2X BUCK VERTICAL CROSS SECTION BY OTHERS MASONRY/CONCRETEAND WOOD FRAMING INSTALLATION 3 3/4" - 1 ^ 3/8II" t- 3/8 2° 7/8" At- 2 7/8" 2X SECT5796 CLIP 01/4" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 3 3/4" 2 1/4" 1" 3/8" 7/8" 7/8" 1 1/TEn REVISIONS DESCRIPTION DATE I APPROVED REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 3 1/4" 1 3/8 3 1/4" 4" SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA (063) GALVANIZED STEEL ALUMINUM 6063-T5.125" THICK I- 2 3/4 --{ L SECT M-1926 MULLION ALUMINUM 6063-T5.125" THICK SECT5796 OR Mf000022 CLIP SECT5796 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWN: DWO NO. V.L. 08 -01445 SCALE NTS IDATE 01/11/12 ISHEET3 OF 3 SIGNED: 0810712015 11 10///// v,•pEIVSFgcP/% o 51 ••*= T F•'c[ORIOP• ss ONA;IENG\ Florida Building Code Online Page 1 of 6 BCIS Home I Log In User Registration ; Hot Topics ; Submit Surcharge I Stats & Facts Publications i FBC Staff ; BCIS Site Map I Links A Search i a wftl " I Product Approval USER: Public Userdbyrr l:iagsm Product Approval Menu > Product or Application Search > Application List > Application Detail s*• tt#g FL # FL20461-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L1 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L] 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 12/31/2020 Validated By Ryan J. King, P:E. J Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R2 COI (c) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 07/12/2017 Date Validated 10/15/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Date Revised 12/13/2017 Summary of Products Go to Page = is Pagel / 2 FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "T' part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461 R2 II (b) Inst 20461.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R2 AE (c) Eval 20461.4.pdf Created by Independent Third Party: Yes 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) http://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 3 of 6 Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.5.pdf Approved for use outside HVHZ:.Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.5.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.6.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.6.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.7.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.8.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.9 i. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (bl Inst 20461.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.9.Pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.10 j. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (bl Inst 20461.10.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.10 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.10.1)df. any additional use limitations, installation instructions and Created by Independent Third Party: Yes http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 4 of 6 product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.11.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.12.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.13.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.14 __[n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (c) Inst 20461.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.14.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (c) Inst 20461.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.15.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.16 p. Therma-Tru Fiber -Classic and Smooth -Star http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 5 of 6 Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.16.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.17 q. Therma-Tru Fiber -Classic and I Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.17.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.17.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.18.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.19.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.19.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) 20461.20 Tru Fiber Classic and Nominal 8'0 "Non Impact" Opaque Composite EdgerThetarFiberglassSingleDoorwithSidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.20.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 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.) Go to Page Pagel / 2 Back Next http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 6 of 6 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: M ® RM http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Ir rruh, THERMATRU® =_ N DOORS = N-, 0 z 'o 1 Fiber -Classic. & Smooth -Star. "''P• II111 \ rn ri C zom6 37.7S' MAX. l m 0 InZ O FRAME WIDTH z $ „ COMPOSITE EDGE v s LLp OPAQUE FIBERGLASS SINGLE DOOR ®® E 9W INSWING/OUTSWING J a W NON -IMPACT" wZ O C J z 3 0:o oz v, W dz OSO m 31 GENERAL NOTES ®w w w m GO a o 1. This product has been evaluated and is In compliance with the 6th Edition a w u r, o Ua 2017) Florida Building Code (FBC) structural requirements excluding the "High ° X e oI F r Velocity Hurricane Zone" (HVHZ). a I a G 2. Product anchors shall be as listed and spaced as shown on details. Anchor CO to base material shall be beyond wall dressing or stucco. U 3. For 2x stud framing construction, anchoring of these units shall be the same as m that shown for 2x buck masonry construction. 0 4. Site conditions that deviate from the details of this drawing require further N N engineering analysis by a licensed engineer or registered architect, o 0 m 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part aj numbers and must be stained or painted within six months of installation. o G= w a0a TABLE OF CONTENTS SHEET DESCRIPTION DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) 0.5" i COMPOSITE HINGE STILE CAP rGur-Imrpmn wnnn, EXTERIOR EXTERIOR 1.1 ImmiY11)!;. %fEl`' c SG'L tGyt,;i j 11kE1 , pIiUl t 4),yE iS Ar i'ird.ILrfSh:. • • • 1 _l 1 1 1.1. 1 1 P it 1 El lk,til lfi .I yyl, y1 Pili S rtx tG.P„u I((Th(( sj ,iyy • , • f)r.'11 fibl l;i rGllaG] 7 dlL 1i6i11aee111 HORIZONTAL CROSS SECTION 2 36. 0" MAX. DOOR PANEL WIDTH 40 DOOR PANEL BOOK 35, 813" MAX. DOOR PANEL WIDTH 41 DOOR PANEL 1, 11 Door 35. 813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL UI Dow 2 HORIZONTAL CROSS SECTION 2 rn JTOP RAIL O fro fij COMPOSITE/ ENGINEEREDy z WOOD) 13 V m U a o O 0 o m do e FOAM CORE POLYURETHANE - 1. 9 PCF MIN.) m INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN o j'.i. (0.082"THK.) ;.t•' o BOTTOM RAIL f— 1.71" - i (COMP.)- 1. 71" --{ t31VERTICAL CROSS SECTION %4 VERTICAL CROSS SECTION rDWO. 52 : B BY; LFS FL- 20461.6 IT _ L or 11 llnulll/// 4 5 6 =N 7 z r'c•cO S..Kom z n t0 z° U N ••JJlM " Em z mzo V 1 aOn 9dtD- E 9zUC1,1 YHARDWARETABLE MANUFACTURER MODEI =o KNOB: F51 ao Z SCHLAGE DEADBOLT: B60re — S F¢ a 3 3 3 KWIKSET KNOB: SIGNATURE SERIES 4 5 6 DEADBOLT: SIGNATURE SERIES (980) U K HOPPE MULTIPOINT:MPDGART o THERMA•TRU) (3 pf. Manual Tongue) a a m SEE HARDWARE CHART 0 N O m of O of F- 1 2 3 4 a 7 7 7 7 N 2 J 1N Z U DATE 5 26 16 = SME: N.T.S. 11 DWG. BY: JKGHKm Fiber- Classic/Smooth-Star Door Panel Options BY ND LFS Panel options shown are for illustration and are representative only FL-20461.E similar opaque panel configurations are allowed) a SHEEr 3 OF 11 7 wunmTiii D vs z N UN Z E ? 0Z0 m m C L\ c a m ta5610a . C 4 : C— L Co Z l u 41S.: 40 41 42 6 1 Um EXTERIOR INTERIOR o 1.15'MIN. m -o VERTICAL CROSS SECTION EMB. (TYP.) Ll w N o 4 Shown w/ 2X Buck E alG- n B B o 0o U e L C n a a m0.15 C-SINK 0.IS" C-SINK ° TYP) (TYP) n D a N O7 6 6 W ZoN INTERIOR INTERIOR 0 Z F EXTERIOR EXTERIOR pd2324 o 0 40 41 42 40 41 42 27 z ° DATE: 5126116 i1-1/4 "MIN. I L 29 1 1-1/4"MIN, scuE; N.T.S. EMB. (TYP.) EMB. (TYP.) DING. BY: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION OHK. BY: LFS Q Shown w/ 2X Buck Q Shown w/ 2X Buck DRAWING Ho.: Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20461.E SHEET _L OF 1 E z' Nif`0=gym 1 X Buck to be secured to C o M °' z a N . masonry by others o O V M Z UErnES 0 Q. M IL m 4041 42 c 4 Eoz JC 1 JCL EXTERIOR INTERIOR J czsz) In L 1 VERTICAL CROSS SECTION fx0 LnzShownw/1Xsub-buck jN mOutswingshown (Inswing similar) gWUZK m N 2W 0 NnE C W o =oICO0 a U a o o v> Mm IL 6 6 N N G o INTERIOR INTERIOR ® G 0 z o o LIZ v oa Z vo 23 24 EXTERIOR ov EXTERIOR N W = o 40 41 42 40 41 42 27 A 1-1/4"MIN. 29 1 ;— DATE: 5/26/16 iEMB. (TYP.) EMB. (TYP.J SCALE: N.T.S. ° DWG. BY. JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHY Br: LFS 3 Shown w/ 1 X sub -buck 1hoShown w/ 1 X sub -buck DRAWING NO.: FL-20461.6 0 Outswing shown (Inswing similar) ng shown (Inswing similar) SNEEr rJ OF 11 N 1-1/4" MIN. EMB. (TYP.) EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR I EXTERIOR 1.51. MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF w/ SECURITY STRIKE = ± 55 PSF i 2 ^ r. a Iryr/ N J CI I ' 1-1/4.'MIN. r - EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to MasonryOutswingonlyw/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb 1.571 I . MAX. EXTERIOR - INTERIOR 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 5 HORIZONTAL CROSS SECTION G Shown Direct to Masonry Outswing only w/ 6-9/16' jamb try Y IIII w "r IIII 2 0 0 0 yy51' N •- Z N x GoDZpZ UEm 1 0 5 4 p In a cW u F nQ c n E 4 -oz c M 1-1/4' MIN. DATE: 512611 6 i EMB. (TYP.) SCALE N.T.S. `- 6 HORIZONTAL CROSS SECTION DWG. BY, JK a 6 Shown Direct to Masonry cNK. BY: LFS 3 Outswing only w/ 6-9/16" jamb DRAWING ND.: Q FL-20461.E c sNEET 6 or 11 Notes: A. •'-• by/i 1. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached io jambs w/ (3) #8 X 2.1 /7' pfh screws at each end. Sill Item #'s 16 & 33 are attached to Jambs w/ (2) #8 X 2-1/2" pfh screws at each end. Sill Item # 15 Is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end. U o * is Y n 1Y'•. i ! d mii•'•. Gym INTERIOR EXTERIOR INTERIOR EXTERIOR i/ /r*t Pt Y`_\\\ 0' In M zM0M7mo m a N •; Z 0 40 41 42 8 40 41 42 9 o Ern z ° a U) S a: 0. V z s z3839323334353637a E SEE NOTE 1 E 003`LiCC SEE NOTE 1 a Of J 20 ocn Co 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION a a 7 Inswing Sill 7 Inswing SIII mr EXTERIOR INTERIOR EXTERIOR INTERIOR n N 40 41 42 7 16 17 18 40 41 42 o e Zo aj 10 0 SEE NOTE 1 15 k E E o. SEE NOTE 1 e W C . 2 DATE 5126116 2 SCALE N.T.S. `- DWG. ar: JK d CHK. BY: LFS 3 l 3 VERTICAL CROSS SECTIONVERTIng 4 VERTICAL CROSS SECTION DRAWING NET: 7 Sill 7 Public Access Sill FL-2o4s 1.6 sMmm 7 GF 111 L r1 D HEAD & JAMBS TYP.) 2XBUCK 2X BUCK 4° (TYP.) D HEAD & JAMBS TYP.) 0.4 S) x 2-1/7 o, \ N >° mPFHWS JAMB TO HEAD DETAIL s o 0°' z TYP) n m U N •. v V Z Ivy o E a) O,tz amM 9°=0. a mdD. O 6z c 4i 8 >d z 6o o z o w L 2X BUCK gwcD s w BUCK J 1 X BUCK W o M DIRECTTO o N MASONRY o m FRAME HEAD & JAMBS a a mTYP.) 50 PSF MAX 70 PSF MAX xg in U o c6 O O cn Of oti Of a 0 i n Q F IL n O - u ZMASONRYMASONRY DATE 5126116 iTYP.) (TYP.) 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING SCALE N.T.S. DWG. BY,. JK a CHK. BY. LFS 3 DRAWING NO, D FL-20461.6 c SHEET __L OF 11 n Te On V) SEE HINGE i, O _ O DETAIL (TYP.) 0. p. M CO 2XBUCK ( 28 z dm o 1XBUCK G Ern z.ZC) U N •; DIRECTTO O d \ MASONRY M 26 _ o oy O SEE TONGUE \ \ a Nn o OIL y `? m O b ` Oo STRIKE DETAIL v I .9 d i N P) i Cz° 2XBUCK 2$ +i v° r cW I BUCK G DIRECTTO m MASONRY 00 E O y LATCH d BOLT DETAIL ® m o ? o o = Kwikset 2XBUCK L SEE LATCH N J DEADBOLT 1 X BUCK G Rid i 3 DETAIL w o DIRECT TO M iEm S O O } O SEE LATCH MASONRY 2XBUCK r`? m Oo b x Oo & DEADBOLT h o O 1XBUCK G N DETAIL r 0 rPLSA1 TONGUE STRIKE DETAILDIRECTTOMASONRYMRIKEMutsupc E 28STRIKE JAMB HINGE JAMB STRIKE JAMBz8LatchandDeadboltMultipointLock2XBUCK o z 1XBUCK G = Ln o 2XBUCK 45 DIRECTTO M o MASONRY CR IXBUCK G a 27 ( 2XBUCK 30 DIRECTTO M 8B 29 G 1XBUCK 8 MASONRY i DIRECTTO n LATCH & DEADBOLT DETAIL M DIRECT TO M MASONRY LATCH&DEADBOLTDETAIL ^Q Schlage MASONRY Multipoint c ^ o 24 23 o 0 z o LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS M ULTIPOINT LOCK STRIKE DETAILS SCAM- 51216 Z N.T. S. ° Secu(ty Deadbolt Strike Plate) DWG. eY; X m HINGE DETAILCHK. BY; LFS 3 DRAWING NO.; FL-20461. E 0 SHEET 9 OF 2 11 N o 4.56" r' F U 6O;JC 4.56" h 4.56' Ns7 z i ''•., 6F;.'p n v, Z z ai in 2.36" 111 1 N m o n'zc NSWING THRESHOLD 33 Inswing Basic Fu ed SIII INSWING THRESHOLD 38 Insw ng Composite Adjustable SIII WOOD JAMB l ioEm m o C n < a d `c a v US'c 5.77' 5.83" c o a E. w 8 d INSWING THRESHOLD 34 Insw ng Moderate Climate Sit 13/8" INSWING THRESHOLD 16 011TSWING THRESHOLD Of o Inswing Baslc Composite Adjustable Sill Composite Slit z 0 oQ Wm a ME. o5. 75' 7.59" 0 4.56" m U O O H m 35 INSWING THRESHOLD n w ng Moderate Climate Sit *INS THRESHOLD \ OUTSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-I /2" Composite /Aluminum SIII k e 5.75. N 6. 0 o 00 o 5 75 o w0 z o A L a INTHRESHOLD 36 SWING H14" SIII 1 I a a Inswing Basic led pUTSWING THRESHOLD a Thermal 15 PUBLICACCESSTHRESHOLD18Composite / Aluminum Sill s 7. S' Break) z j LDAC 5126116 sca.E: N.T.S. owc. BY. JK i--1. 79" I I I F-- 1.97' cxK. er: LFS 37 INSWING THRESHOLD Inswing Basic Faed 7-1/2"SIII o SWEEP SWEEP 8 9 2.D6" SWEEP ISO 10 DRAWING NO.: FL-20461. 6 Y1 SHEET 1O OF 11 O 4•, I g' y. U:D o%• rrt J O b1O L lilt" iOZO Oyl U N Z a V\ C Z Z Ug1mm Dg 9 CW n d a 56 I\ a a LL pCZ0 0 N Of g m tim NwN o Q Jm a Ka 0 a n m m W CONCRETE ANCHOR NOTES; 0 N 0W 2 1. Concrete anchor locations at the comers may be adjusted to maintain the min, e edge distance to mortarjoints. o Of 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors k may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. o a 3. Concrete anchor table: n w nQ n oz DATE: 5 26/16 sr.M N.T.S. DWO. BY, JK cHK. Ely: LFS WOOD SCREW INSTALLATION NOTES: DRAMNO No.: 1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1"o.c. spacing of FL-20461.6 wood screws to prevent the splitting of wood. SHEET 11 OF _I 1 BILL Of MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42j WOOD 25 8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 288 DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) 18 OUTSWING THRESHOLD ALUM/COMP 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x 1" PFH WOOD SCREW STEEL ANCHOR ANCHOR M1N MIN L,EARAN4`:: MIN CfEARANCI' TYPE. SIZE E`lvIBEDMEN7 TOlv1ASONRY TO ADJACENT - EbGE 3 ANEHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO 4. 4„ 4 ULTRACON® ITW ® 3/16" 1.1/4" AS SHOWN 1-1/2" TAPCON Fiber -Classic. & Smooth -Star. COMPOSITE EDGE 53.25'MAX O.A. FRAME WIDTH OPAQUE FIBERGLASS SINGLE DOOR F1MEWIDRAAME WIDTH37 75MAX w/ SIDELITE(S) RAMS WIDTH HINSWING/ OUTSWING NON - IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity z z Hurricane Zone" (HVHZ). 3 d 3 O? OO 2. Product anchors shall be as listed and spaced as shown on details. Anchor — embedment to base material shall be beyond wall dressing or stucco. V, O D 3. When used in areas requiring wind bome debris protection, this product is m m wP W P w required to be protected with an Impact resistant covering that complies with < X O FBC Sections 1609.1.2 & R301.2.1.2 as follows: Wind Zones 1, 2 & 3: Glazed Sidelites LL only; Wind Zone 4: Entire System. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS 68. 75' MAX O.A. FRAME WIDTH — \ V ~ 15.5' MAX. ( FRAME WIDTH 37. 75" MAX r— FRAME WIDTH 3 ® ® n IN DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE x0, ox, oxo 40.0 40.0 40.0 40.0 See Sheet 4 for Hardware Specifications E: g 10 16 LE: N.T.S. 3. BY. JK BY: LFS kMNG NO.: FL- 20461.7 n 1 or 14 COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) IF 0 Ed z O x00 2 a EXTERIOR 3 6" 0.406" 0.5" — 0.7' 11w COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE INTFRIrIR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION Z 36.(Y" MAX. DOOR — —IPANELWIDTH 4 100 R PANEL OOK 35.813" MAX. DOOR PANEL WIDTH 41 DOOR PANEL Hybrid Door 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL Ul Door EXTERIOR TI'{,III'u''r•)I{} IIRI ijf j l( I` tjljll l 14lil ja'1 +i 1 I11i1+1 I?!.`('ill(ylG'i}"I, CAP LOCK STILE WOOD) INTERIOR 2 HORIZONTAL CROSS SECTION 2 FOAM CORE - POLYURETHANE - 1.9 PCF MIN.) 4 INTERIOR EXTERIOR INTERIOR EXTERIOR w o r- mo FIBERGLASS SKIN m F o•y (0.082'THK.) o 0 u r F BOTTOM RAIL I I o COMP.) Z 31 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION °ATE 512611 2 2 5E N.T.S. ` M. BY. JK a tCHK. eY-. LFSNO.:n20461.72OF14Q t o'; J' vO1i G2 Gl _ 0, 0.66" Nil z INTERIOR yIm o o °nOi N U N o STILE (WOOD) EXTERIOR h E m Z m z P. hn go cw 1 LL HORIZONTAL CROSS SECTION V r L: d 3 Lip Lite Glaring c Ni J 6.88" MAX. TOP RAIL 3 13.938" MAX. COMP. o I i D.L.O. WIDTH (COMP.) PANEL WIDTH o o p 2.625" (TYP.) FOAM CORE w o POLYURETHANE- 1.9 PCF MIN.) U a o 0 a ° y o ED Q S C 10000 0 EXTERIOR INTERIOR 0 O 1 6 3 o e Gl G2 0 0c`! w Lna tO a FIBERGLASS SKIN i0.070 THK.J o ^ w BTS Full Lite Frame ! ¢ j n 2 BOTTOM RAIL i 3 (COMP.) ^ z P1016SIDELITEPANEL2VERTICALCROSSSECTIONS. 50 FULL L0E 3 Llp Lite Glazing K LIP LITE FS N1.7 14 IL7m-lllllm ELEVATION XO Fiber-Classic/Smooth-Star Door Panel Options Panel options shown are for Illustration and are representative only similar opaque panel configurations are allowed) ELEVATION OXO U1t77 * Oi Z= M 6 Nc:Q=fin 5: O `` in M mIllPltz0000 r m U N •• Z Z Em m ° f a g dta a m an. Yc d E oZ UU _ \ W O Ja HAR4 WARE TABLE`:: MANUFACTURER MORE! KNOB 1`51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURESERIES(980) HOPPE MULTIPOINT:MPDGART THERMA•TRU) 3 pt. Manual Tongue) N.T.S. D. Br: JK BY.. LFS WNG NO.: FL-20461.7 FT L or 14 1-1/4"MIN. ` UL 29 EMB. (TYP.) 1 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) I SEE NOTE 5 HORIZONTAL CROSS SECTION Outswing shown linswing similar) EMB. (TYP.) HORIZONTAL CROSS SECTION Shown wi 2X Buck Outswing shown (Inswing similar) 0.IS, C-SINK 1 TYP) - 1.15" MIN. Notes: ` A. IV EMB. (TYP.) 1. Sidelite assembly screws located 6" from each end plus 6 more O, screws equally spaced between (8 screws total per side jamb). o`; _t' N E 2. Sidelite assembly screws located 4" from each end (2 screws along _ U Q y head jamb). — N', `3j z K ' p - r 0 iy/// P DO > >° ° m z 6 m d E y r cap N •• z o v o xz v f E m z m m d jaoa. aD.aE cG BL z E vz UU Fm00 40 41 42 n i d J O o, 6 U R Nzw mNW 2EXTERIORINTERIOR GO aLn o U VERTICAL CROSS SECTION a3Shown w/ 2XBuckOuiswingshown ( Inswing similar) I I I k6l 0 SEE NOTE 1 L z C w 1 Q 25 o 50 SEE NOTE 2 o z 1227 25 50 s 10 16 SCALE: N. T.S. U DING. BY: JK EXTERIOR INTERIORoCHK. BY: LFS 6 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING NO.: Outswing shown Inswin similar 5 ( g ) Shown w/ 2X Buck FL-20461.7 Outswing shown ( Inswing similar) SHEET 5 OF 14 Notes: A ; ' O / 1. Sidelite assembly screws located 6" from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidelite located 4" from J m U; a lot.J=_ N R. Q —. assembly screws each end (2 screws along head jamb). r jr N'; "7 g v"? 0 = Z F r E e r In m= m" U cq m A r' o oE. E C E Na maa 40 41 42 E o z C GW8era oa 6 1 vo J a oa 1 J EXTERIOR INTERIOR U m 6 60 e 3 VERTICAL CROSS SECTION QG INTERIOR 6 Shown w/ 1X sub buck zoo u oNOutswingshown (Inswing similar) m v v U cc Oo v 0 U J a a m as 23 24 EXTERIOR 25 ov E 29 40 41 42 SEE NOTE I N1-1/4"MIN. A~ EMB. (TYP.) Z 1-1/4"MIN. w o EMB. (TYP.j A Cf Kj1_' HORIZONTAL CROSS SECTION QHORIZONTAL CROSS SECTION m o 6 Shown w/ 1 X sub -buck 6 J Shown w 1 X sub -buck 25 Outswing shown (Inswing similar) Outswing shown (Inswing similar) SEE NOTE 2 a 50 j w a EXTERIOR INTERIOR Z GATE: 8110116 SDAU: N.T.S. 4 VERTICAL CROSS SECTION 6 Shownw/ 1Xsub-buck DWG. BY: JK Outswing shown (Inswing similar) GHK. BY.- LFS DRAWING NO.: FL-20461.7 SHEET 6 DF 14 z z m 1 S" MAX. r r MIN. 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Notes: 1. Sidelite assembly screws located 6" from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sldelite assembly screws located 4" from each end (2 screws along head jamb). 1 HORIZONTAL CROSS SECTION 7 Shown Direct to MasonryOutswingonlyw/ 6-9/16' jamb iCL: 1 S" MAX. z' MIN. SEE NOTE 2 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb h EXTERIOR SEE NOTE 1 1-1/4. MIN. EMB. (TYP.) 4 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/ 16' Jamb i Y,.. GJ moFzfiroro SO r 1111%1 a o a0 dmUN •; z t` 0 z° K Z 0 U m o o a 9 0 w nva V) dLamaafn LL 0 6 0 oZ 41 a a scN eN. owc. sr: SK cxK. ar: LFS OMWINC ND.: FL-20461.7 SHEET % OF 14 Notes: 1. SIII Item 4's 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1/2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) 48 X 2-1/2" pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end. 2. Sidelite assembly screws located 4" from each end (2 screws along sill). INTERIOR ., TtiT. EXTERIOR INTERIOR —ram A EXTERIOR V/jW%/ INTERIOR SEE NOTE n 4 VERTICAL CROSS SECTION Public Access Sill EXTERIOR Z d 2 VERTICAL CROSS SECTIONm Inswing Sill INTERIOR EXTERIOR SEENOTE2 v VERTICAL CROSS SECTION 8 Inswing Sill z y 0= rn lllf IIl1 ` N y on m Z EXTERIOR INTERIOR nog ; % Z a M n E m Z m o a 7 I6 17 18d`^M iota 40 41 42 g a d m a a a oZSEE NOTE 1 o c Ni E A >, D: O= Z F On O m o Ir3 VERTICAL CROSS SECTION o Outswing Sill Q. a EXTERIOR F/A77 - INTERIOR SEE NOTE 2 11111- 161 1MZDATE: 8110116 U z Z SCALE: N.T.S. L DWG. BY: JK S CHK. BY. LFS r66-" VERTICAL CROSS SECTION u, DRAWING NO.: Outswing Sill FL-20461.7 SHEEP 8 DF 14 JAMBS 4" (TYP.( 6. (TYP.) -1— 4" (TYP.) 11 n: U O 2X BUCK TYP.) \ JAMBS 4" (TYP.) ICI ICI - II IIIIIIICI HEAD & JAMBS I (TYP.) III I III I II I III I III I ICI I II I I 1 I III I ICI I II I ICI I III — II I I? -- I ICI G I III II Q I IIIICIICIICIII o mvoJn N'7 z F: y O+ern i W•.•• G, O o m rn ro z In m' U a v U KZ l\\ o Z O G. gLNp z.CW 1V aGµN o t a LL m a a E oz < u [ 41 O Ja XO/OX / OXO _ I J 11, MASONRY TYP.( 2X BUCK ANCHORING FrIFoZ BATE 8110116 sCAE. N.T.S. BY: JK CHKHK. BY: LFS DRAWING NO.: FL-20461.7 sHEEr 9 of 14 off• ..- u, i , y WO O i umi V . T of j M Z Q;.'O n i yam\ m j ••. .• r \\ U OI PFH pi WS 'i,,,1! I I P1 0 ```` a g nJAMBTOHEADDETAIL o on ro zODIRECTTOpDIRECTTOp (TYP.) a MASONRY JAMBS MASONRY / n o a Z d HEAD 3" (TYP.) HEAD JAMBS c a E m ? m Lu TYP.) (TYP.) \ C N g 9 6 0 LuT' (TYP.) r 3" (TYP.) 3" (TYP.) a z o E OZ G C Li I I I ..1• •I I. I I I o,Ta CCyL2XBUCKL2XBUCKo — BUCK — j, 1XBUCK — N czi DIRECTTO N HEAD & JAMBS ( TYP.) HEAD & JAMBS g ro a MASONRY (TYP-) _ ( TYP.) w w JAMBS — a a TYP.) — 0 o o DIRECT TO MASONRY x a JAMBS a J miTYP.) — p f — o in r: — c ( Typ-1 j FRAME O (TYP.) N N SILL p _ SILL TYP. TYP.) I i n e o w I I I I I I I I I I o FRAME ANCHORING FRAME ANCHORING MASONRY TYP.) FRAME ANCHORING E: 8110116 U: N.T.S. G. BY: JK BY: LFS WING NO.: FL-20461.7 Er 10 OF 14 i Es 0 I1111111//// d O; o¢ =UiL k2;M w - In'Z F'rGO SEE HINGE iv O O DETAIL )TYP.) cd •......... 28/ NI 1 PI O M ZmUN •• v U x Z 26 lti ; E m z m o a 9o°oa p m p SEE TONGUE a d i 4j 0 0 b 0 STRIKE DETAIL g d N m ? o )TYP.) _ 1`n E z 25 a 27 o jxa P b LATCH & DEADBOLT DETAIL cV YO O0 m O Kwikset ® 1 om oo i, oo o SEE LATCH TONGUE STRIKE DETAIL w 3 DEADBOLT Multipoint Locktaw N o DETAIL 8 p Q SEE LATCH 0 0 0 x= O & DEADBOLT o rSUBSTRIKEmoboDETAIL0a PLATE c`3 c`3 - 28 > m 8 N V) STRIKE JAMB 30STRIKEJAMBHINGEJAMB z Latch and Deadbolt Multipoint Lock E o LAV 25 27Ln 0 w LATCH & DEADBOLT DETAIL LATCH & DEADSOLT DETAIL L 2X BUCK Multipoint Lock a ° Schloge 29 G 1XBUCK ? M DIRECT TO a MASONRY ^ ¢ LATCH & DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS ^ 24 6 23 DATE: 8110116 i SCALE: N.T.S. ° M. eY: JK m HINGEDETAIL CHK. BY: LFS 3 ORAMNC NO, b FL-20461.7 0 SHEET 11 OF 14 d BACKBEDDING COMPOUND SHOWN w/ 1/7' GLASS BITE CUT-OUT \ 1 /7 PANEL ' - 9/16" THK. GLASS 1X'TEMPERED GLASS a'` Div AIR SPACEA ...fir• 1/8'TEMPERED GLASS 10 X DURASEAL, ALUMINUMPPHPLASSLASCREW3A OR STEEL SPACER Gl GLAZING DETAILBTSLiteFrame Sidelites BACKBEDDING COMPOUND 1/7'GLASSBITE 1"THK. GLASS 1 /8" TEMPERED GLASS AIR SPACE 1 X' TEMPERED4GLASS 10 K 1-1/2" PPH PLASCREW 3B DURASEAL, ALUMINUM OR STEEL SPACER G2 GLAZING DETAILBTSLit. Frame Sidelites A4 1• H!4kj. INTERNAL GRID (GBGJ INTERNAL GRID (GBG) Optional Aluminum Spacer) 9/16" INSULATED GLASS INSERT OPTIONS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND O tional Aluminum S acer) (Aluminum Spacer) P P 1" INSULATED GLASS INSERT OPTIONS r;81016 N.T.S. B. JK C BY.. LFS WING Na.: FL-20461.7 ter 12 of 14 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1/7' 4.56" J— 33 INSWING THRESHOLD Inswing Basic Poced Sill 5.75' L 34 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/8" 5.75' h gINSWINGg THRESHOLD 35 Insw nModerate Climate SIII 5. 75" 36 INSWING THRESHOLD Inswing Basic FlKed 5-3/4" SIII INSWING THRESHOLD 3 Inswing Basic,..d 7-1/2" SIII PI i ',' III 6 INSWING THRESHOLD 38 Inswing Composite Adjustable SIII INSWING THRESHOLD 39 Inswing Basic Composite Adjustable SIII iv 0 in o d 5 PUBLIC ACCESS THRESHOLD 1 1. 79" F— 1.9Z. 0 8 SWEEP 9 SWEEP 10 SWEEP N 4.56" a i d`y ffTt•. ` m 0! ZE j M i •.. o m m M nm m U N U WOOD JAMB M; E m z m v I ua s W a nM 5ora 5. n' pia M t T o E o z o c W ocs, rY OgTOUTSWING THRESHOLD d 0 Composite Sill 4. 56" m o 0 a OUISWING THRESHOLD Composite / Aluminum Silt o 5.75' N z ozw I O a' Fw- F 1 OUTSWING THRESHOLD a Composite / Aluminum SIII Thermal Break) F w z I-- 2.14" — a 2. 13" I z a T— a ogre 8110116 G is "• a DWG. N.T.S. DWG. a: JK m o CHK. M. LFS 3, DRAWING Na.: n 75 SID f SPACER 76 SIDELITE SPACER SIDELRE SPACER FL- 20461.7 Inswing o Oufswing Inswing c Moderate Climate Threshold -- 1 7 „G I d II11111111//// I I // U:3N',7 n 19r..,0ZKz iG` mo n mZ N pO 0 %Z L o Z m U n a M 9 dra d m aa(n 0 E y CW Do mg w o G] NQ J DOU o O a a r a DO m 0 N CONCRETE ANCHOR NOTES: w Nzo rn 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: n FnQ n oz 8 10 16 Scut: N.T.S. oWO. SY: JK CHK. BY: LFS WOOD SCREW INSTALLATION NOTES: m1AMNG No.: 1. Maintain a minimum 5/8" edge distance, 1"and distance, & 1"o.c. spacing of FL-20461.7 wood screws to prevent the splitting of wood. SHEET 14 or 14 BILL OF MATERIALS BILL OF MATERIALS ITEM R DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8"PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL ANCHOR ANCHOR MIN . ^` MIN CLEARANCE'>. MIN CLEARANCE, TYRE SIZE EMBEDMENT; TO MASONRY TO ADJACENT l` ITW ® t/4" t-1/4" 2" 4" TAPCON ELCO t/4" ULTRACON® ITW ® 3/16" 1.1/4" AS SHOWN 1-1/2" TAPCON Fiber -Classic. & Smooth -Star:.; COMPOSITE EDGE OPAQUE FIBERGLASS DOUBLE DOOR w/ & w/out SIDELITES INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is required to be protected wilh an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2 as follows: Wind Zones 1, 2 & 3: Glazed Sidelites only; Wind Zone 4: Entire System, 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of'? part numbers and must be stained or painted within sox months of installation. TABLE OF CONTENTS 74.75' MAX. O.A. FRAME WIDTH 2 Z Q IEIMI.I I I.I IIIMI I w Q UH ()HHodXoX na rrrLr f P1 105.75" MAX O.A. FRAME WIDTH I5.5' MAX. FRAME WIDTH 74.75' MAX. FRAME WIDTH ---i F11 Fil DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION ASTRAGAL LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xx, oxx0 STANDARD Latch &Deadbolt or Multipolnt 40.0 45.0 40.0 40.0 Oxxo COASTAL 47.0 47.0 47.0 47.0 xx coasraL 60.0 65.0 * 60.0 * 60.0 xx COASTAL Latch & Deadbolt 50.0 50.0 50.0 50.0 xx COASTAL Multipoint 55.0 55.0 55.0 55.0 See Sheet 4 for Hardware Specifications Surface Bolts Required E: 8110116 LE: N.T.S. IIn': JK ay: LFS WING NO.: FL-20461.8 TT _L or 14 EXTERIOR 051 07 COMPOSITE HINGESTILE CAP (ENGINEERED WOOD) HORIZONTAL CROSS SECTION 36.9'MAX. DOOR PANEL WIDTH 0 z d 00 VOOIIANEI 40 BOOK 35.813" MAX. DOOR PANEL WIDTH 41 DOOR PANEI 1, 14d Door Ed z 0 035. 813'MAX. DOOR PANEL WIDTH DOOR PANEL "'0. 42UlDoorEXTERIOR 0. 406" 7V- LOCK STILE EV941JEEVED WOODI INTERIOR HORIZONTAL CROSS SECTION IRS FiO= fin Z 0 0 nmza x zo z EmE 0 3 c; 0 E c OzTOP RAIL 0 COMPOSITE/ ENGINEERED WOOD) Q 0 0 cq cq FOAM CORE POLYURETHANE - 1. 9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR 0 FIBERGLASS SKIN 2 0. 087- THK.) 2 BOTTOM RAIL z 1. 71 (COMP.) 1. 71" r3 VERTICAL CROSS SECTION r-4 VERTICAL CROSS SECTION 8110116 SC& E: N.T.S. M. BY: JK CHK BY. LFS DRAWING NO FL- 20461.8 c SHEET 2 OF 14 6 4 o,. N G2 G1 = 3. < i< < 0.66' %NY•'7 z xF+Q= fin INTERIOR W;,. III V it' SS z o m o m' U N •; Z STILE (WOOD) EXTERIOR Z e z° K 8co °mOW oa 0 Np 1 HORIZONTAL CROSS SECTION 3 Lip Lite Glazing u oz c nl o Ja I 6.88" MAX. TOP RAIL a 13.938" MAX. D.L.O. WIDTH' (COMP.( 0 l PANEL WIDTH N o p 2.625" (TYP.( YI « z¢ FOAM CORE Rio a POLYURETHANE- 1.9 PCF MIN.( u 0 i 0 a w r j m a w o EXTERIOR INTERIOR O 3 N N G1 G2 ° z w 0 a t N_ e O W p FIBERGLASS SKIN 0.070"THK( o wBTSFullUteFrame n < j 2 BOTTOM RAIL z 3 (COMP.( j z DATE. 8110116 SIDELfTE PANEL 2 VERTICAL CROSS SECTION SCAM N.T.S. ° 50 FULL LITE DWG. BY: JK3LipUteGlazing m UP LITE CHc. ay.. LFS 3 DRAWINGNO.: tt W FL- 20461.8 N SHEET 3 OF 14 I rVis1 UffillI I SEE HARDWARE CHART BOLTS Fiber- Classic/Smooth-Star Door Panel Options Panel options shown are for illustration and are representative only similar opaque panel configurations are allowed) MAMA= vvv I 1 2 3 4 8 8 SEE HARDWARE CHART 8 8 8 8 KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA- TRU) 3 pt. Manual Tongue) w, 0 0: N: 0 n g` oK o v) a M ; Z U N •• P o X Z Em z o o0 u) n 5dra o mn:a 6 oZ c ei G. BY: JK C BY. LFS WING NO.: FL- 20461.8 ET 4 of 14 1-1/4-MIN, _I (L) 29 EMB. (TYP.) 1 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) J SEE NOTE 5 HORIZONTAL CROSS SECTION Inswing shown (Outswing similar) 1.15" MIN. EMB. (TYP.) EMB. (TYP.) — 21 HORIZONTAL CROSS SECTION RIOR RIOR Shown w/ 2X Buck Outswing shown (Inswing similar) COASTAL ASTRAGAL SHOWN 6 HORIZONTAL CROSS SECTION 11$ Inswing shown (Outswing sl— Notes: 1. Sidelite assembly screws located 6" from each end plus 6 more OF screws equally spaced between (8 screws total per side jamb). a L : G, 2. Sidelite assembly screws located 4" from each end (2 screws along _ 011headjamb). = N'.7 z 4". per= i N••• C-2 rn y d rn 1111pz v > ; o w o U N •• z OV0xZ arom N 96La mat S z E o z° L C w U 62 m x 63 o I , y In O61 6 1 zzz w w INTERIOR EXTERIOR U m cFi N 40 41 42 12 U 3 VERTICAL CROSS SECTION i a Shown w/ 2X Buck I I I k&dInswingshownw/ Surface Bolt 25 SEE NOTE 2 z50 U EXTERIOR INTERIOR 0 4 VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) SCALE: N.T.S. DWG. BY; JK CHK. BY: LFS DRAWING NO.: FL-20461.8 SHEET 5 OF 14 8 Ce 9 111111 loll/ Notes: I. Sidelite located 6" from 6 tassemblyscrewseachendplusmore screws equally spaced between (8 screws total per side Jamb). V B ft- n 2. Sidelite assembly screws located f from each end (2 screws along head Jamb). E m J•. G n P M mnn11zdmo caiN••z 04 i Em i m o a A E ua 9 as D maamCE 40 41 42 o z C iw v 6 1 U EXTERIOR INTERIORm Of 6 e 3 VERTICAL CROSS SECTION x5 G INTERIOR 6 ShownOutswing w v zoNvInssub-buck shownOutswngshown (Inswing similar) n U 0:. oo0 O U a DOm va 23 24 EXTERIOR E oSEENOTE1 e F I-1/4"MIN. 29 40 41 42 1 A N EMB. (TYP.) N EMB. (TYP. MIN. EMB. J A C z w o m 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m o 0- 6 Shown w/ I sub -buck— 6 Shown w/ 1X sub -buck 25 U: Outswing shown (Inswing similar) Outswing shown (Inswing similar) SEE NOTE 2 50 Q EXTERIOR INTERIOR oz DATE'8/10/16 SCALE. N.T.S. 4 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck DWG. BY. JK Outswing shown (Inswing similar) OHK. BY: LFS DRAWING NO.: FL-20461.8 SHEET G OF 4 Z a MAX. Ir EXTERIOR W INTERIOR 3 VERTICAL CROSS SECTION 7 Shown Direct to MasonryOutswingonlyw/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) Notes: 1. Sidelite assembly screws located 6" from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidelite assembly screws located 4" from each end (2 screws along head jamb). rn C n Z_ T" - 1 INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) l.s' m 7 yI MAX. O MAX. EXTERIOR INTERIOR EXTERIOR *\\ INTERIOR 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 7 Shown Direct to Masonry 7 Shown Direct to Masonry Outswing only w/ 6-9/ 16' Jamb Outswing only w/ 6-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: I 47 PSF rn 9 1-1/4" MIN. EMB. (TYP.) 1 HORIZONTAL CROSS SECTION Shown Direct to MasonryOutswingonlyw/ 6-9/16' jamb EXTERIOR I", ,"l/, i, z 4". O K z n i •,• yy` m o o! mM 1111111 o n - i z° Z V M Z 0Lom o a NM 9dLamDET 6 E 0 zv 8 SO. EXTERIOR SEE NOTE I 1-1/4"MIN, EMB. (TYP.) 2 HORIZONTAL CROSS SECTION Shown7 lrect to only w/ 6 9/16' Outswl gamb Jf z wre 8 10 ZI6 scue: N.T.S. DWG. B4 JK CHK, BY, LFS OMWING NO.: DRAYFL- 20461.8 SHEET 7 Dr 14 Notes: Nj . 1. SIII Item It's 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to Jambs w/ (3) #8 X 2-1 /Z' 40 41 42 pfh screws at each end. Sill Item Ws 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /7' pfh screws at each end. U gr B SIII Item # 151s attached to Jambs utilizing (2) It 10 X 2" pph SMS at each end, N•:7 z MKC°, 0 n 2. Sidelite assembly screws located V from each end (2 screws along sill). v,•, m om INTERIOR EXTERIOR 63 F c Ilk EXTERIOR 61 IRINTERIORm 63 z am d on Z N 61 EXTERIOR INTERIOR j a 0 Z 40 41 42 9 l 1 z a 0 9 m u a 40 41 42 7 16 17 18 V LZ 'm a d 38 39 32 33 34 35 36 37 64 E o 0 62 SEE NOTE 1 E SEE NOTE 1 E SEE NOTE 1 E g ,i o a Z m P za t 1 z— D D m 1 iw VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION r31 VERTICAL CROSS SECTION 8 Outswing Sill a a 8 Inswing Sill Shown w/ Surface Bolt 5 $ Inswing Sill Shown w/Surface Bolt 3 m e INTERIOR EXTERIOR U G EXTERIOR INTERIOR 25 50 EXTERIOR INTERIOR o w 40 41 42 SEE NOTE 2 32 33 34 35 36 37 38 39 25 50 16 17 18 o nZo 77 75 x10SEENOTE2 0 15 76 SEE NOTE 2 g DATE: 8110116 scar: N.T.S. a z a DWG. BY: JK r2- u z D v cHK. er: LFS DMWING ND.: FL-20461.8 E 4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION b 8 Public Access SIII Inswing Sill g Oulswing Sill SHEET 6 OF 14 O tninllN 0'.;5 z 411o:2=gym GG) Z. 6 rn ASTRAGAL ASTRAGAL z o ., b JAMBS, U N . z 4 (TYP.) 4 (TYP.) 4, (TYP.) 4" (TYP.) 4" (TYP.J , o E m z o Z c w (TYP.) 8" ITYP•) 8" (TYP.) ` J(\ o °a ,_ m °c w n aNro iota y i maa II III II z u O II III II III c w L1, II — ,III II III o° J a: lid II III II III p I III 11 II II 4 D III III HEAD & JAMBS HEAD &JAMBS I I III o (TYP.) 11 (TYP.) III o II II III ~N II 11 III II III II III cc it III 11 III w x I 2X BUCK III m Z3 I (TYP-) III I m II III 11 III ` o x III I - o II III II III d a II y v III 11 III II III II III II III II III II III II III II III II III II III II III II III II III o 11 III II III Z III III W o I III III w mIIIIIitIII a Z x MASONRY OXXO ZZ, W ti" TYP.) ¢ a a 0 0 Z o DATE: 8110116 z 2X BUCK ANCHORING SCALE: N.T.S. ° DWG. BY. JK m CHK. BY: LFS 3 DRAWMO NO.. FL-20461.8 0 SHEET 9 Of 14 z° FiQ n yam` m 3)#8x2-1/2' i '•., •G.l Do PFH WS ' a z 01 JAMB TO HEAD DETAIL '',/////!1 11 P1 O ` TYP. Z ow o DIRECTT! HEAD v N d0 MASONRDIRECT TO p o Em z m Z U MASONRY ASTRAGAL JAMBS N LASTRAGALHEADNmS,(TYP.)3" (TYP.J (TYP.) 3" ( Ty (TYP.) T (TYP) T (TYP) 3" (TYP.) B `o z o c I K Z 0 x ti BUCK g m ¢ n P•I DO U o, o a a DIRECT TO DIRECT TO MASONRY N GO MASONRY JAMBS J ( TYP.) m FRAME n o TYP.) vl zO w g t ow o w a 0o XX oxxo o MASONRY z TYP.) DATE: 8110116 SCALE. N.T.S. DWG. BY. JK FRAME ANCHORING CHN. NG LFS DRAWING NO.: FL- 20461.8 SHEET 10 OF 14 T' ( TYP.J I I I 1 YL2X SEE DETAIL 1 SHEEP 11) HEAD & JAMBS TYP.) M N I I I I I I I I SEE DETAIL 1 I I 2XBUCK SHEEfII) ^ J IX BUCK HEAD & JAMBS d TYP•) F TYP,) SILL )) — SEEDETAIL 2 TYP,J I I SHEET 11) I I I I I I I I tDIRECT TO ASONRY BUCK 2XBUCK 81 Q 25 t<, b DETAIL 1 LATCH & DEADBOLT DETAIL Standard Astragal Strike Plate @ Head Schlage / Kwikset I v DETAIL 2 vInswing Standard Astragal Strike Plate @ SIII N DIRECT TO DIRECTTO MASONRY MASONRY G IX BUCK IX BUCK 25) 2X BUCK n 2X BUCK ZN SEE LATCH - DEADBOLT DETAIL DIRECT TO uu MASONRY 1XBUCK ASTRAGAL Latch and Deadbolt 2X BUCK 63 DETAIL I DETAIL 1 Inswing Outswing Coastal Astragal Strike Plate @ Head Coastal Astragal Strike Plate @ Head Shown w/ Surface Bolt Strike Plate Shown w/ Surface Bolt Strike Plate Coastal Astragal Strike Plate @ SIII Shown w/Surface Bolt Strike Plate DETAIL 2 1/7' 0 HOLE Outswing Astragal Bolt Hole @ Sill Shown w/ Surface Bolt Strike Plate LT STRIKE DETAILS SEE DEL HINGE JAMB a d O 0 0 O 0 0 L KK Lvvn m 0 vbv ? 0 CV tV 7 SEE LATCH rl & DEADBOLI L O O L r O DETAIL N N o L00 0 v1 m a o N N HINGE DETAIL ASTRAGAL Multipoint Lock 2X BUCK X BUCK IRECT TO MSONRY LATCH & DEADBOLT DETAIL Multipoint Lock DIRECT TO MASONRY IX BUCK 2X BUCK DETAIL 1 Multipoint Lock Strike Plate @ Head u Inswing Multipoint Lock Strike Plate @ Sill OLJ G DETAIL 2 79 Outswing Multlpoint Lock Strike Plate @ SIII MULTIPOINT LOCK STRIKE DETAILS MER RQA t z O a Z U DATE: 8 10 16 i Sane N.T.S. ° Dwc, BY: JK m GHK W. LFS 3 DRAWWG NO.: D FL- 20461.8 c SHEEr I I OF 14 BACKBEDDING COMPOUND SHOWNw/ —1 I--1/7'GLASSBRE CUT-OUT I I 1/2"-9/16"THK.GLASS PANEL 1/8"TEMPERED GLASS AIR SPACE 1/8"TEMPERED GLASS loxl-1DURASEAL, ALUMINUM PPHPLASCREW3AOR STEEL SPACER G1 GLAZING DETAIL BTS Ute Frame Sideliles BACKBEDDING COMPOUOPLCASCREw 1/ 7' GLASS BITE I" THK, GLASS 1 / 8" TEMPERED GLASS AIR SPACE 1/ 8"TEMPERED GLASS 1 PP3B DURASEAL, ALUMINUM OR STEEL SPACER G2 GLAZING DETAIL BTS Lite Frame Sidelifes INTERNAL GRID ( GBG) INTERNAL GRID (GBG) Optional Aluminum Spacer) 9116" INSULATED GLASS INSERT OPTIONS I * E* _ E*i DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT ii INTERNAL GRID ( GBG) INTERNAL GRID (GBG) MINI BLIND O tional Aluminum S acer) (Aluminum Spacer) P P 1"INSULATED GLASS INSERT OPTIONS jD 41'= ur. z 6rc'io=fin j•.y: o of M U N 2 V nk z m Z U yA p oa IVVI .1 maam o E 9 Z ^K' It, RRR¶¶¶ 0 o m3A BTS LRE FRAMEw v Zyyy I /2" & 9/i 6" Glazing c ` d 1 38 BTS LfFE FRAME 1 Glaznge8110116 N.T. S. BY: JK Br: LFS WING NO.: FL-20461. 8 ET 12 OF 14 V""Fiffi . 11NSWING THRESHOLD 32 Inswing Basic Composite Adjustable SIII 7-1/7' 4.56" INSWING THRESHOLD Inswing 8as'ic Faed Sill 5.75" EFt2 -- - _I - --A 34 INSWING THRESHOLD Inswing Moderate Climate S011-3/0' 5.75" L 35 INSWING THRESHOLD Inswing Moderate -Climate Slit 5.75" L c INSWING THRESHOLDInswingBasicForced5-3/4" Sill 37 INSWING THRESHOLD Inswing Basic Flzed 7-1/2'Sill INSWING THRESHOLD J° Inswing Composite Adjustable Sill v INSWING THRESHOLD 39 Inswing Basic Composite Adjustable Sill I d 2.36' 1 WOOD JAMB 10UTSWING THRESHOLD 16 Composite Sill q1 OUTSWING THRESHOLD Composite /Aluminum SIII 1.91" HERMAL--—.J[-- 0.063" e BREAK FLUSH FLUSH BOLT BOLT RETAINER 0.063' 19 STANDARD ALUMINUM ASTRAGAL FLUSH BOLT U—-0.063. 6.0 5.75" 0 o FLUSH BOLT RETAINER 0.126" 18 OUTSWING THRESHOLD 20 COASTAL ALUMINUM ASTRAGAL 15 PUBUC ACCESS THRESHOLD Composite / Aluminum S81 Thermal Break) 2.18" 2.13' 2.14"— —{ toT—i---1.79" —I I---1.97 - F-- 2.06" o SWEEP SWEEP SWEEP 75 SIDELRESPACER 76 SIDELITESPACER SIDELITESPACER 8 9 10 Inswing o Oulsw ng 7 InWngModerate Climate Threshold o; J uQi pc --W:b n 4 6 Y m M M On mzo U N •; v U X0zErnzmoo M 96tamamdd u c6oZ c Li a: ofo_ O 0 z sC) w o Scut: N.T.S. DwG. By: JK cuK. By-. LFS FL-20461.8 TT 13 OF14 11111//rrr r .• 4i p 1 igO.. " J= N yUio * i 3:Z=i'' N•7 z i \Y'• 6F': Q nm of n rrrrrr OiP\ z dm d m O M Z U N •• a E. UxZa z 0 L o U a M J dLOVa tLL M : d E 9z w o 1 JO J N rw J U O o a a 100 n S N VI Ow Z o ed to maintain the min. o must be adjusted to al concrete anchors o ion are not exceeded. dz n i O z a DATE: 8110116 i SCALE: N.T.S. DwO. BY: JK m CHK. 6Y: LFS 3 DRAWING NO.: WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of FL-20461.8 0 SHEET 14 OF 14 " wood screws to prevent the splitting of wood, BILL OF MATERIALS BILL OF MATERIALS REM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 27 LATCH STRIKE PLATE STEEL B 2X BUCK [SG >= 0.42) WOOD 28 DEADBOLT STRIKE PLATE STEEL C 1 /4" MAX. SHIM SPACE 29 4" X 4"HINGE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 33 INSWING THRESHOLD ALUM/COMP 34 INSWING THRESHOLD ALUM/COMP F 10 X 2" PFH WOOD SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP I 1/4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP J 1 /4" X 3-3l4"PFH ELCO OR ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP K 8 x 3"PFH WOOD SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP L 10 X 2-1/2"PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 40 DOOR PANEL (BOOK) M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 41 DOOR PANEL (HYBRID) N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 42 DOOR PANEL (U1 j P 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 50 SIDELITE (FULL LITE) Q 3/16" X 3-3/4" ITW CONCRETE SCREW STEEL 61 IVES #454 SURFACE BOLT (8" LONG) STEEL 1 JAMB (FINGER JOINT PINE) WOOD 62 SURFACE BOLT STRIKE PLATE (INSWING) STEEL 6 WEATHERSTRIP (MEDIUM REACH) FOAM 63 10 x 2" PFH WOOD SCREW STEEL 7 WEATHERSTRIP (LONG REACH) FOAM 64 SURFACE BOLT STRIKE PLATE (OUTSWING) STEEL 8 SWEEP VINYL 75 SIDELITE SPACER (INSWING) PVC 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER (OUTSWING) PVC 10 SWEEP (USE w/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC 11 10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE Q HEAD STEEL 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE Co? SILL STEEL 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL 17 OUTSWING THRESHOLD ALUM/COMP 81 STANDARD ASTRAGAL STRIKE PLATE STEEL 18 OUTSWING THRESHOLD ALUM/COMP CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers maybe adjust edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" maintain the min, edge distance to mortarjoints, addition maybe required to ensure the "MAX. ON CENTER" 19 STANDARD ALUMINUM ASTRAGAL ALUM 20 COASTAL ALUMINUM ASTRAGAL ALUM 23 10 X 3/4" PFH WOOD SCREW STEEL 24 10 X I" PFH WOOD SCREW STEEL 25 8 X 2-1 /2" PFH WOOD SCREW STEEL ANCHOR ANCHOR`' MIN O(.EARANCE ::MIN CLEgRANCE: TYPE: S1Zt< EMBEDMENT' to MASONRY: 70AD1ACENT:S ED'GE ANCHOR ITW ® 1/4" 1.1/4" Z. 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON® ITW ® 3/T6" 1-1/4" AS SHOWN 1-T/2" TAPCON Fiber-Classicu. & Smooth -Star,, COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INS WING /OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition 2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In areas requiring wind borne debris protection, this product Is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "Y part numbers and must be stained or painted wlthln six months of installation. DESCRIPTION Z z 2 TABLE OF CONTENTS 37.75 FRAME WIDTH J ZZ 3 dh 2 ci v ap 55w DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIG. LITE INSERT DOOR GLAZING LOCK HARDWARE INSWING OUTSWING MAX. D.L.O. POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite 21.12" X 63.12" Latch & Deadbolt 50.0 50.0 50.0 50.0 X Multipoint 50.0 50.0 50.0 50.0 X Molded Open 21.12" X 63.12" Latch & Deadbolt 50.0 50.0 50.0 50.0 X Multipoint 55.0 55.0 60.0 60.0 X Flush Glazed 24.12" X 63.38' Latch & Deadbolt 55.0 1 - 65.0 1 + 55.0 55.0 X Multipoint 55.0 65.0 55.0 55.0 X Flush Glazed 26.0" X 63.38" Latch & Deadbolt 55.0 65.0 55.0 55.0 X Multipoint 50.0 50.0 50.0 50.0 See Sheet 4 for Hardware Specifications sMEo N.T.S. owc: Y. JK CHx. eY: IFS FL-20461.9 IT _L or 13 0.5-1r 1.198" mrwitc HINGE STILE CAP (ENGINEERED WOOD) G1 G2 EXTERIOR INTERIOR 0.61 MPOSITE CAP GHORIZONTAL CROSS SECTION (12.S'LONG LVL) (ENGINEERED WOOD) Shown w/ Lip Lite Glazing 1.1981, 1.19 EXTERIOR 1.875" 0.406" 0.406--11 EXTERIOR COMPOSITE CAP INTERIOR MOLDED OPENSTILE LOCK BLOCK STILE COMPOSITE HINGE STILE G1 G2 (12.5-LONG WOOD) (ENGINEERED WOOD) CAP (ENGINEERED WOOD) HORIZONTAL CROSS SECTION Shown W/ Lip Lite Glazing 36.0'MAX, DOOR PANEL WIDTH 2 1.1 Z'MAX. z UFu D.L.O. LIP LITE GLAZING 0 0 0 0 o Ell BOOK 35.813" MAX. DOOR PANEL WIDTH DOOR PANEL41DOOR Do., HInl Door 35.813'MAX DOOR PANEL WIDTH TOP RAIL COMPOSITE/ENGINEERED Xs WOOD) cq FOAM CORE POLYURETHANE - 1.9 PCF MIN.) A OPEN E JERIOR FIBERGLASS SKIN zvcq 0.073- THQ BOTTOM RAIL 1.71" (COMP.) If 1.71 VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION3 2 Shown w/ Lip Lite Glazing 2 Shown W/ Lip Lite Glazing 0 g* rnW- t2 t -6n > u) — z o m o o z z5 zxo6 6 w o NM36 o 0. rt co 2 d oz LE: N.T.S. BY.. JK BY: LFS WING NO.: FL- 20461.9 ET 2 OF 13 0.5"- 1. 198" COMPOSITE CAP HINGE STILE ENGINEERED WOOD) 0.406" I 1. 1981.. COMPOSITE HINGESTILE CAP (ENGINEERED WOOD) 36,0'MAX. DOOR PANEL WIDTH 0 26.9'MAX. D.L.O. Z ( FLUSH GLAZING) x 00 BOOK G3 1.198 COMPOSITE CAP ix LOCK BLOCK STILE HORIZONTAL CROSS SECTION ( 12.S'LONG WOOD) (ENGINEERED WOOD) Shown w/ flush Glazing 1.8751. 8, G3 EXTERIOR 1.19 0.406' COMPOSITE CAP INTERIOR LOCK BLOCK STILE HORIZONTAL CROSS SECTION (I 2.5'LONG WOOD) (ENGINEERED WOOD) Shown wl Flush Glazing 35.813'MAX. DOOR PANEL WIDTH 44)pDO0R,P.A.NE.L44Hybrid,Door 35.813" MAX. DOOR PANEL WIDTH TOP RAIL COMPOSITE/ENGINEERED WOOD) FO AM CORE POLYURETHANE---' 1.9 PCF MIN.) 4 E. o E oZ INTERIOR EXTERIOR G3 G3 FIBERGLASS SKIN 0.073-THK.) BOTTOM RAIL COMP.) 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION I,) Shown w/ Flush Glazing g Shown w/ Flush Glazing Y r! Z da; On Z 0 cq 0 x Z0 .0 ci gwO 2 Q. M N.TS. BY: JK L ffy.- LFS ANG NO.: FL-20461.9 rr 3 OF 13" 3 f lei R. SEE HARDWARE CHART SCHLAGE KNOB: F51 DEADBOLT: 660 KWIKSET KNOB: SIGNATURE SERIES DEADBOLT. SIGNATURE SERIES (980) HOPPE MULTIPOINT: HLS 9000 SERIES 3 pt. Manual Tongue) Z e'o m C2 6 Pv III 11111 Z 0 CO 0 a N •: 0 K Z M g m LO C W 1\ p, NM aLa v a mn:dm 6 E C loZ EiicoJ0 rM r DAtF: 6 1 16 scuE N.T.S. Li M. BY: JK Fiber-Classlc/Smooth-Star Door Panel Options DHK. en LFS Panel options shown are for Illustration and are representative only DMMNO NO.: similar glazed panel configurations are allowed) FL-20461.9 SHEET 4 DF 13 Do m E O Z=; n r r Ps ii`` m n m B Z_?a mOo' U N z C v o xz4 z D v 6La m aaf° LL 40 41 42 E j G\ A U 43 44 45 6 1 c¢i m EXTERIOR INTERIORxx 1.15'MIN. Lo m o VERTICAL CROSS SECTION EMB. (TYP.) w c 2i E Shown w/ 2X Buck E m R NNOutswingshown (Inswing similar) Iz o" B C B o O a U e° L C p a a m0.15' C-SINK 0.15" C-SINK ° TYP) TYP) L o 1 la D D b N Z 6 6 0 w zo INTERIOR INTERIOR Ln IN o r FSw a Gia d p 25 n n n¢ w EXTERIOR d 23 24 EXTERIOR p N ^ Oz 40 41 42 40 41 42 27 DATE 6111161-1/4"MIN. L 29 EMB. (TYP.) 43 44 45 43 44 45 1 1-1/4 MIN. EMB. (TYP.) scua: N.T.S. DWG. BY: JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cNK. BY: LFS Shown w/ 2X Buck Shown w/ 2X Buck DRAWING NO.: Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20461.9 SNEE 5 or 13 y4jf 0 N i M o o V7N:y z 4!0 1 I X Buck to be secured to C 1 j j 111 z v m° v N '. zmasonrybyothersoU• y z dE. a m V o aNA jatO_ m4a 40 41 42 a 0 l\- i• 43 44 45 6 1 0 30: YEXTERIORINTERIOR Um 1 VERTICAL CROSS SECTION ct 1- 0 X 6 Shown w/ 1X sub -buck g z Outswing shown (Inswing similar) A N w C E m I 1o = C K a U a av T m u 6 6 Nz m ryw zo G INTERIOR INTERIOR G N ti K W W O S a U2 v< v 23 24 EXTERIOR EXTERIOR a 0 40 41 42 40 41 42 27 A 0 0 z In N ^ 1-I/4" MIN. 29 EMB. (TYP.) 43 44 45 43 44 45 1 1-1/4" MIN. EMB. (TYP.) DATE. 611116 i 5 N.T.S. ° 5 2 HORIZONTAL CROSS SECTION HORShowIZONTAL CROSS SECTION owc. ar: JK m LFS 3 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) M OHMN7N0 NO.; FL-20461.9 0 SHEET 6 OF 13 1-1/4"MIN. EMB. (TYP.) D EXTERIOR W- INTERIOR 10 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR EXTERIOR 1.5' MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 60 PSF 1-1 /4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry 7 Shown Direct to MasonryOutswingonlyw/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb EXTERIOR %/// INTERIOR VERTICAL CROSS SECTIONIC/CAAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR EXTERIOR MAX. 4f Z* Oyy m A pv fffll ri1111 M..ZmUON6v U % Z y o Em 3 m a Ir o a N' a t l` a m d00 V8c 0 EoZo1, ^ \ 8S,o: Iv JQ aEnUC3 oti w N o I O 2 U a rn Y m rmUm 4N Z VI a aPl o 0 w i a E n u ME 7PMA1-1/4" MIN. Z DATE 611116 EMB. ( TYP.) scue N.T.S. 6 _ HORIZONTAL CROSS SECTION -G. By.. JK 7 Shown Direct to Masonry cNK. ar: LFS 3 Outswing only w/ 6-9/16' Jamb G DRAWING NO.: FL- 20461.9 SNEET 7 O, 13 Notes: I. SIII Item It's 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws at each end. SIII Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /7' pfh screws at each end. Sill Item # 15 Is attached to Iambs utilizing (2) If 10 X 2" pph SMS at each end. EXTERIOR SEE NOTE 1 INTERIOR SEE NOTE I EXTERIOR P 1 VERTICAL CROSS SECTION Inswing SIII INTERIOR 3 VERTICAL CROSS SECTION Outswing Sill EXTERIOR SEE NOTE 1 oA N•95 Z INTERIOR EXTERIOR 1t sss o M°°Z U N •• JraVUxZl M^ L p Z m C w 41 42 9 m 54tm a G LL 44 45 E o ZM3334353637 , , w SEE NOTE 1 n S - G 2 VERTICAL CROSS SECTION 8 Inswing Sill INTERIOR 4VERTICAL CROSS SECTION g Public Access Sill N. T.S. et: JK BY: LFS ONG NO.: FL- 20461.9 w 8 OF 13 1 1111111111!!! A, J A, LL C iJ-i S:4f • • l) z A co, ol m M 3) N8 x 2-1 /2" !! R I I I l l m M PFH WS 0 N 00 z JAMB TO HEAD DETAIL , o z° TYP.) \ \ n t o o m o 4 (TYP.) \v cw l a N M = o o n. Z p L 2X BUCK HEAD &JAMBS `* J 1 X BUCK TYP.) BUCK i w M DIRECTTO MASONRY2XBUCKNw N oFRAME HEAD & JAMBS a ¢ TYP) X YOU O m a a U O U O N Z InZ 4 O> W O MASONRY FRAME ANCHORING ¢ ti TYP) BUCK ANCHORING N Q zZ Z DATE 611116 z scut N.T.S. DWG. aY: JK m CHK. DY: L.FS i DRAWING ND.: a e Fl_—zoasl.s o SHEET 9 OF 13 28 2X BUCK L 1XBUCK G DIRECTTO M Q 26 MASONRY 2X BUCK 25 1 X BUCK G 0 DIRECTTO M 27 MASONRY LATCH 8 DEADBOLi DETAIL Kwikset 2X BUCK 1 X BUCK G 8 DIRECT TO M MASONRY Sub Strike Plate 2X BUCK 25 1 X BUCK G 27 DIRECTTO M MASONRY LATCH & DEADBOLT DETAIL Schloge LATCH & DEADBOLT STRIKE DETAILS Standard Deadbolt Strike Plate) SEE LATCH DEADBOU DETAIL STRIKE JAMB Latch and Deadbolt rmDIRECT TO MASONRY DEADBOLT STRIKE DETAILS Security Deadbolt Strike Plate) o a m m o o NO NO SEE HINGE DETAIL O d O i p LCI a o Nlm HINGE JAMB HINGE DETAIL SEETONGUE STRIKE DETAIL TYP.) SEE LATCH DEADBOLT DETAIL STRIKE JAMB Multipoint Lock r o A.,.. Jv cJ_ N a I'zEJM N•7 z° 0' m 6mjy F z N roP 'o > > m ii On z° m' a N •• C E m z m o u Ld V a Wg 90aimc C 0 oz ToCJ 2X BUCK 1 $ 3`D: Lj 1XBUCK G DIRECTTO M 31 MASONRYTONGUE STRIKE DETAIL u Ipoin oc 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK LATCH & DEADBOLT DETAIL I X BUCK Multipoint Lock ASSNRRYY MMULTIPOINTLOCK STRIKE DETAILS MASONRY SCALE. N. T.S. DWG. BY: JK CHK. SY: LFS DRAWING NO, FL-20461. 9 SHEEP 1O OF 13 IIN X. BACKBEDDING = 0 12 COMPOUND 05', X 0: Z=j t9 kl.* 0 SHOWN w/ 1/2'GLASS BITE CUT-OUT 1 /2'- 9/1 O'THK. GLASS .. ..... Pv 0PANEL 2 1/8 TEMPERED GLASS > 21.12'D.L.O. Z d; 6INTERNALGRID (GBG) INTERNAL GRID fGBG) WIDTH (0) cn4 •Z AIR SPACE (Optional Aluminum Spacer) 52 0 - Z I /8"TEMPERED GLASS E K w, . 9/16" INSULATED GLASS INSERT OPTIONS M' 0 6 10 X 1-1 C 21, PPH PLASREW 3A DURASEAL, ALUMINUM OR STEEL SPACER 0zo G1 GLAZI NG DETAILAIL BT, Lite Frame 6 Sa- Door Panels BACKBEDDING COMPOUND I 7'GLASS BITE 0 SHOWN W/ I" THK. GLASS MOLDED OPEN d or w u' u ' o 11-1 /2 P '4 DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERTPANEL1/8"TEMPERED GLASS iV 0 AIR SPACE '4 1XTEMPERED GLASS E2 lox 1-1/71, tfn PPH PLASCREw 3B DURASEAL, ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND g GLAVNG DETAIL OR STEEL SPACER ( Optional Aluminum Spacer) (Aluminum Spacer) BTS Ute FrameG2 'TS ". 'ff Door Panels 1" INSULATED GLASS INSERT OPTIONS Z U) El 0 lox 1-1/2, 3.25'-1 PPH PLASCREW 1/2" GLASS BITE — BTS Full Life Frame 5/8" THICK GLASS DOOR PANEL I — 1/8"TEMPERED GLASS AIR SPACE v k 1/9' TEMPERED GLASS IIIBRp, BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID (GBG) GRID (GBG) PRIVACY INSERT COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) gGLAZING DETAIL G3 Jz 'g SC&E: N.T.S. Ulush'Glazin. Is, Door Panels 5/8" INSULATED GLASS INSERT OPTIONS 1! JK S ILITIE FRAME —jb_BTS LITE FRAME Dwo By. 3A 9116' 1/2Glazing k I" Glazing MUM e 7.59" 7.5' Eq 4.56" o g aN , * z Q— n T< M finFip=- Lim 2.36- Il111111 11 M ri INSWING THRESHOLD 32 Inswing Basic Composite Adjustable Sill 7-1/2' INSWING THRESHOLD nswngBasicFxed7-1/TSill WOOD JAMB1 VI M o0amzo L) a •: oocs0Z0oEmzmo K m k wg 56OILZd 4.56" 4.56" 5.83" c 4 m a o cw i INSWING THRESHOLD - Inswing Basic Fixed Sill INSWING THRESHOLD 38 Inswing Composite Adjustable Sill O!lTSWING THRESHOLD a_ o ao ZCompositeSill y W S5.75" a q 5.77" 0 4.56' a: m U O w KO m o O a a 3 I34NSWINGTHRESHOLDm Inswing Moderate Climate Sill 1-3/9' INSWING THRESHOLD InswInswing Basic Composite Adjustable Sill i, rl OUTSWING THRESHOLD o Composite / Aluminum Sll m k e 5.75" 6.0" 5.75' EJ n o Pv g a 9 INSWING THRESHOLD o Inswing Moderate Climate Sill T THRESHOLDaOUTSWING n a I 5.75' 1 PUBLIC ACCESS THRESHOLD Composite / Aluminum Sill jThemtal Break) N w o M W gI h 1 9*' I I n N ' Z I DATE: 611116 SCALE: N.T.S.N.r.s. DWG. BY: JKFINSWINGTHRESHOLD 36 IF^— 1.79" F^ 1.97' III--- 2.06" CHIC. BY. LFSInswingBasicFixed5-3/4" SIII P o DRAWING No.: i FL-20461s SWEEP SWEEP SWEEP o8910 c O SHEET 12 OF 13 d Illllllllllrrr N•7 z°4iy0= i Y.. 4 PV rrrrrr I111 11 z d m uN•• z a z 4 axa = O Z m ° a 1^°` il oaa a maam 6 oz c oocn a O w0, N o m U K oo a a m CONCRETE ANCHOR NOTES: cw i 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. 4 z edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to w Ln maintain the min. edge distance to mortarjoints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: Q s EL stiz n n N Q N Z 0 ° Z NDATE. 611116 z sML N. T.S. ° M. BY: X m' WOOD SCREW INSTALLATION NOTES: HK. BY: LFS 3 1. Maintainaminimum5/8"edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. RAMNG No.: rc w FL- 20461. 9 0 SHEET 13 oR 13 BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8"PFH WOOD SCREW STEEL C 1 / 4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 / 4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3, 000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/ 16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 / 4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/ 16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/ 16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB ( FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP ( MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP ( LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP ( USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 .INSWING THRESHOLD ALUM/COMP 10 SWEEP ( USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 ADA THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (UI) 18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 8 x 3/4" PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 23 10 x 3/4" PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U1) 24 10 x 1" PFH WOOD SCREW STEEL iANCHOR: ANCHOR MIN, MIN GLEARgNCE M.IN: CLEARANCI; s TYPE EMBEDMENT TO h1ASONRY 7q ADJACENT EDGE..::.: i' ANCHQk; ITW ® 1/ 4" 1.1/4" 2" 4- ELCO ELCO ® 1/4" 1.1/4" 1" 4" ULTRACON 11W ® 3/ 16" 1-T/4" AS SHOWN 1-1/2" TAPCON Fiber -Classic., & Smooth -Star,. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product Is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall 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 licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS 37.75' MAX. FRAME WIDTH Z 3 O? 0O H fC a P W s 6 . -I U as n z F' O m rz m Fs z o m n m U N •• a O 0eErn ? m c o t u 4 m n a E o E 9z Wo d CONFIGURATION LITE INSERT LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSF) OUTSWIN.G POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Life Latch & Deadbolt 47.0 47.0 47.0 47.0 X Multipoint 47.0 47.0 47.0 47.0 X Flush Glazed Latch & Deadbolt 47.0 47.0 47.0 47.0 X Multipoint 50.0 50.0 60.0 1 -60.0 X 3/4 Flush Glazed Latch & Deadbolt 45.0 60.0 45.0 45.0 X Multipoint 60.0 65.0 60.0 60.0 See Sheet 4 for Hardware Specifications uE: N.T.S. G. BY: JK K. BY: LFS AWING NO.: FL-20461.14 EET 1 OF 14 Tlrrrrrll/. 0.5 3.6" ..t EXTERIOR. G7 G3 o.r' 0. a COMPOSITE HINGESTILE INTERIOR LOCK STILE COMPOSITE /'' *• P' 0;` ? 9, CAP ENGINEERED WOOD ENGINEERED WOOD .r I I i 1 " M 1 ( ) 0m z 1 HORIZONTAL CROSS SECTION ° N oa50zd 0. 0.406" GI G2 VV a m t I EXTERIOR 0.406" ° TOP RAIL n €s (COMPOSITE CAP W/ TOP RAIL n COMPOSITE LVL ENGINEERED (COMPOSITE CAPW/ COMPOSITE HINGE STILE INTERIOR WOOD) LVL ENGINEERED CAP ( ENGINEERED WOOD) LOCK STILE CAP WOOD) ENGINEERED WOOD) J o 2 HORIZONTAL CROSS SECTION `"'';,r,,"''`' f, ... 0 o 36.( Y'MAX. 35.B13"MAX. 35.813"MAX: "; it ro t•:tsi,: 4 DOOR DOOR DOOR (`?'. ', o FOAM CORE aw PANEL WIDTH f- PANEL WIDTH PANEL WIDTH (POLYURETHANE- o 3 1. 9 PCF MIN.) a 34a a 2 2 2 m INTERIOR EXTERIOR INTERIOR EXTERIOR U G1 G2 GI G2 N 21. 13" MAX: LD o z o 1 D.L.O. = 2 = 2 t V;.. :. r }{ t cn d 2 tv d 0 Q FOAM CORE } ; . ;' } : 0 Q Q (POLYURETHANE- ; -•a { ,,- X X X. 1.9 PCF MIN.) 0 0 1 _t: T•CL O ai Q O FIBERGLASS SKIN S t m FIBERGLASS SKIN rt o m N o (0.082"THK:) 1 (0: 082"THK;) h BOTTOM RAIL i x ' -It BOTTOM RAIL z o COMPOSITE) I I (GOMP.OSI7E) once: 611116 Z. I- 1. 71" 1.71 SCALE: N.T.S. . owc. BY- JK m D D D r3 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION CH" BY: LFS 2 oRtiWuic n»:: DOOR PANEL DOOR PANEL. DOOR PANEL FL-20461.14 0 40 BOOK 41 HybndDoor 42 UlDoor sHEEr 2 ov 14 EXTERIOR — 4.982' -- I • i: n 0" 0:8' WCOMPOSITECAP COMPOSITE ^ HINGE STILE LOCK STILE i' OG`,` ? o CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) z o 'w oz 1 HORIZONTAL CROSS SECTION m 9 0o x Z3 E zm 0.406" EXTERIOR 3 j p6" i y g o a 0.T' 0.40 TOP RAIL TOP RAIL A d m d a m II COMPOSITE ( COMPOSITE CAP W/ (COMPOSITE CAP W/ c c o LVL ENGINEERED LVL ENGINEERED E $Z t 3t CAP WOOD) WOOD) S 3 a COMPOSITE HINGE STILE INTERIOR LOCKSTILE CAP (ENGINEERED WOOD) G3. (ENGINEERED WOOD) m I C: c°D cl ¢ 2 HORIZONTAL CROSS SECTION fro N mT ¢ 36;0" MAX. 35.813' MAX. 35`.813" MAX.. FOAM CORE FOAM CORE N DOOR DOOR DOOR POLYURETHANE- (POLYURETHANE- a o., PANELWIDTH PANEL WIDTH y PANEL WIDTH 1.9 PCF MIN:) 1.9 PCF MIN.) ` o 3 3 4 G3 G3 0 23.81" D.L.O. / WIDTH = FIBERGLASS SKIN N 0.082 THK.) z 0 2 2 3 oN a o O FIBERGLASS SKIN 3 0 3 dN o kx ® p p X ® x ® ( 0.082' THK.) r d W BOTTOM RAIL o BOTTOM RAIL o ^ oCOMPOSITE) (COMPOSITE) z DATE: 611116 SCALE: N.T.S. M. BY: JK 1.71" CHK. en LFS D D D 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING NO.: 43 DOOR PANEL 444 DOOR PANEL DOOR PANEL 3 3 FL-20461.1.4 BOOK Hybrid Door Ul Door sHEEf 3 ov 14 11111111Iff f OS G3 3.6"--{ U Z* k 0.5, ems; M EXTERIOR ^jl N ; Z 9 F1O 1Y . LOCKSTILE(LVL) COMPOSITE y //j0 00 2'-10' Door Panel GAP PIT, G3 0.406" .{ I r11I P1' o M m Z COMPOSITE INTERIOR COCK STILE )LVL) 3•b" --^1 a a •; CAP HORIZONTAL CROSS SECTION . E E z m o a on - COMPOSITE LOCK STILE (LVL) COMPOSITE z CAP 2 HORIZONTAL CROSS SECTION CAP o J a 4' TOP RAIL COMPOSITE) Flu Sk1.; !ssiSs l' C, RQ 36.0"MAX. a 35.813"MAX. 35.813" MAX. H r ° FOAM CORE DOOR — DOOR - DOOR (POLYURETHANE- o0PANELWIDTHoPANELWIDTHPANELWIDTH1.9 PCF MIN.) ;; o 3 3 3 I i' a Qa 4 4 4 Y } m 4 n 24.1Y D.L.O. o WIDTH = G3 133 N z w x w r 4 ° Ed 4 Ed4 17 X¢ X €^ a X N o m ABERGLASS SKIN' oQ: o ® 00 ® (0.082' THK.) a o O p 0 z Q J CC rJ DATE: .611116 z y BOTTOM RAIL j SCALE. N.T.S. II I DWG.BY: JK mL— 1,7" h ( COMP.) 1 1.7" [CH"* Y: LFSAWINONO.: 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 77 . 61.14DOORPANELDOORPANEL4} o 47 Hytdd Door Ul DoorEET 4 OF 14 2 2 2 5 6 7 8 8 6 7 ,8J 8 4 v X 0 Q t 2 3`\4 9 9 9 9 HARpWARETABIE MANUPAM.W M04E4 .. KNOB:, F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) IIOPPE MULTIPOINT: MPDGART ITHERMA TRU) 3pt. Manual Tongue) fiber-Classic/Smoofh-Star Door Panel Options Panel options shown are for Illustration and are representative only similar glazed panel cohHgurafions are allowed) t. -4 N0oa:bO Jn Z o m 8 N •: v x Z Em zm°m g 9 6 o LL< maa oz SCALE N.T.S. DWO. BY. JK CHK. BY, LFS DRAWING NO,: FL-20461.14 SHEET 6 oe 14 sln mrrp E 7 Oi Za) M 4110ZKo o; nr11 1 z o 6 B Z 0, N .. Z. g U K Z64 C Z 0 o 0 m. l L.mO. V m a a m 46 47 48 LL a o z 43 44 45 o a 40 41 .42 6 1 a EXTERIOR INTERIOR o GmE, 1 VERTICAL. CROSS SECTION. 1,15" MIN. EMB' ITYF') taw m o w E 6 Shown w/2X'Buck Outswing shown (Inswing similar) E m r 2 Ny om B B 0 :to C U4 d L C < 0.1S'C-SINK O.T3".C-SINK m 1 D D N LO a 6 6 o INTERIOR INTERIOR n 6 OO 0 e / a a z 23 24 EXTERIOR EXTERIOR o . , n i Z40414227 DATE 611116 Z MIN. MIN. L1-1/4"29 40 41 42 43 44 45 1 1-1/4"MIN. 5 scAu-. N.T.S. EMB, 43 44 45 EMB. PP.) DWO. BY; JK m 46 47 48 . CHK. BY. LFS 3464748 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRABMND NO, tt 6 Shown w/ 2X Buck 6 Shown w/ 2X Buck FL-20461.14 a Outswingshown (Inswing similar) Outswing shown (Inswing similar) SHEET 6 OF 14 E v .. * N: k' 0' Z : n z°rc'O+4n IxWcktobesecured tp C tT, ilsy s. o 0 to 0 masonry by others m n 0 0a zuZW96 ` 0 454748NOa 43 44 45 a c 'm a a . E Cz 40 41 42 b 1 a° J a EXTERIOR INTERIOR rco 1 VERTICAL CROSS SECTION 0 7 Shown wf l Xsub-buck z Outswingshown( Inswing .sim0ar) WU U wE A E m a Ncn. C C 0 a m J J Tv v` G INTERIOR v GU) kNTER R kXTERIOR 40 41 42 27 A TYP.) 43 44 45` T 1-1/4"MIN, EMB., ( TYP.) z° EMB. 611116 z 44 47 48 sc N.T.S. 2 HORIZONTAL CROSS SECTION Dwc. BY: JK m b buc 7Shownwng/ 1 shown su Outswi( Inswing similar) 3 HORIZONTAL CROSS SECTION cNe. BY.. LFS 7 Shawn w/ tX SUb•.Ua DRMMO NO.: Outswing shown (Inbsuring simildf) FL-20461.14 a SNEEr ] of 14 a 1 S" MAX. EXTERIOR M- INTERIOR 1 VERTICAL CROSS SECTION Shown Direct to Masonry. Outswing only w/ 4-9/I6' Jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w'/ STANDARD STRIKE = t 47 PSF w/ SECURITY STRIKE = t 55 PSF EXTERIOR, INTERIOR 4 VERTICAL CROSS SECTION 8 Shown Direct to MasonryOutswingonlyw/ 6 9/16' jamb INTERIOR h C C z 1 46 47 48 1 43 44 45 INTERIOR s 40 41 42- 47 4 rltia 43 44 4 N 40 41 4 M M 1-1/4"MIN. EMB. (TYP.J E EXTERIOR E Di EXTERIOR. 1-1 /4" MIN. 1-1/4" MIN. EMB. (TYP.) EMB. MAI 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 . HORIZONTAL .CROSS SECTION Shown Direct to Mason r( Shown Direct to Masonry 8 Shown Direct to Mason. . Outswing only w/ 6-9/16'lambOutswingonlyw/ 4-9/16'jamb Oulswing only w/ 4-9/16"jamb MAX. 1nu JJry>i a t J JI 1 m 11111on.. z° mV a N •; l Z o a d gso Q* NO m 9 0W V ma` ae LL 0 z. oOf ULO 25 e m o" Ntn aa rii a m 1 ti 0 N rnN O U I ^ 41-1/4'MIN. EMB.ITYP.1 6 ' HORIZONTAL CROSS SECTION DAM 611116 scnie N.T. S. Dwc. ar: JK Shown Direct to Masonry Outswing only w/ b-9fi b' jamb cNK: BY. LFS OPAVANC NO.: FL- 26461.14 SHEET -jL ov 14 Notes: I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37 & 38 are attached to jambs w/ (3) #8'X 2-1 /2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. Sill Item # 15 Is attached to Jambs utilizing (2) # 10 X 2" pph SMS at each end. INTERIOR SEE NOTE 1 A EXTERIOR r1 1 VERTICAL CROSS SECTION. y Inswing Sill EXTERIOR F7," INTERIOR SEE NOTE 1 SEE NOTE l p 4n 2 VERTICAL CROSS SECTION q Inswing Sill EXTERIOR SEE NOTE 1 INTERIOR 4 VERTICAL CROSS SECTION Public Access Sill 2X BUCK HEAD & JAMBS TYP.) 2 in U r' O MASONRY BUCK ANCHORING TYP.) FRAMEANCHORING' U E 0 3) #8x2-1/7' PFH WS JAMB TO HBAD DETAIL RYP.. ip IL qg' yy y ' = w o Y I OpD n ro z U ' Z ow o U n•:Z ZzEoo chi m m. a s tm LLa maai.. 0 E oz Q XCl dI.a:, q LE: N.T.S. m owc. er: J!C CHK. BY; LFS 3 DRAWING ND.: tt FL- 2046.1.14 a SHEET 10 & 14 N 2X BUCK L 1XBUCK G DIRECT TO hfl Q ' --- MASONRY 2X BUCK 25 1XBUCK G 0 DIRECTTO M MASONRY LATCH & DEAD" O SOLT DETAIL KNnkset 2X BUCK 1X BUCK DIRECT TO MASONRY SEE DE, DI SUB STRIKE PLATE 2XBUCK 25L `J 1XBUCK G p 27 DIRECT TO M MASONRY LATCH &. DEADBOLT DETAIL Schlage LATCH & DEADBOLT STRIKE DETAILS STRIKE JAMB Latch and Deadbolt 88 M DIRECTTOMASONRY DEADBOLT STRIKE DETAILS Security Deadbolt Strike. Plate) 0 oa01ti SEE HINGE z^'O N, O DETAIL.(TYP.) 0 O.O y 'O SEETONGUE, STRIKE DETAIL TYP.) F 00 vo 00 - p'. N N, I IO OO - O, SEE LATCH m a d, `.00, & DEADBOLT HINGE JAMB 2X BUCK 24 G I BUCK M DIRECTTO MASONRY 24 23 HINGE DETAIL STRIKEJAMB: Multipolnt Lock 40 r?rat' o to i> y.om I ........... O Z.LmM1J Pt o tNo co m on z N •• J ty X gErnK o 9 cw9 rn p 00 A 'maa` d E uZ MUCK L 1XBU.CK G DIRECT TO MASONRY' M 31 TONGUE STRIKE DETAIL u IpoiT[o—c 2X BUCK nL 1XBUCK G DIRECT TO MMASONRY 30 LATCH & DEADBOLT u Ipoin Lock: MULTIPOINT LOCK STRIKE DETAILS 0, J aid3wo Cn ¢ Cc aE: 611116 ALE: N.T.S. VG. BY: JK K. er: LFS AWING NO.: FL-20461.14 IEET 11 GF 14 tea- LC), BACKBEDDING U z COMPOUNDy o rn1 /2' GLASS BITE p5. 1/2"-9/16'THK. GLASS n 4``? i5 P Y` > >° 0 rn 1/&'TEMPERED GLASS TTI IILtt tt z oeo d r' INTERNAL GRID (GBG) INTERNAL GRID :(G BG) ' 00 N •: Z' 1; --AIR SPACE joptionol Aluminum Spacer) a v o x Z ? 1 /&' TEMPERED GLASS M a a 9 m w9/16' INSULATED GLASS INSERT OPTION. S c a o 0 a lox1-1/2' LLB. m aa PPH PLASCREW 3A DURASEAL, ALUMINUM 6 OR STEEL SPACER 3.25" S z Gl GLAZING DETAIL 6 14 nP') o BTS Ute Frame (TYP:) Door Panels BACKBEDDING COMPOU* PL ASCREW 2'GLASS BITE L1"THK. GLASS WROUGHT IRON INSERT o J ut 1/6"TEMPERED DECORATIVE INSERT PRIVACY INSERT GLASS o o 12 AIRSPACE' Eo1/ 8"TEMPEREDGLASSPPDURASEAL, ALUMINUMINTERNALGRIDGBGMINIBLINDoINTERNALGRID ( GBGJ Aluminum Spacer) OR STEELSPACER ( p ) 21.13" MAX m GLAZING DETAIL ( Optional Aluminum Spacer) #10 X 1-1/2' D,L.O. WIDTH G2 BTS Lt. Frame PPH PLASCREW o Door Panels 1." INSULATED GLASS INSERT OPTIONS BTS Full L)te Frame N z O U1 112" GLASS BITE 5/8" THICK GLASS DOOR PANEL a 1 / 8" TEMPERED GLASS AIRSPACE "' o .' r 1 /B" TEMPERED GLASS IBI BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID (GBG) INTERNAL. GRID (GBG) PRIVACY INSERT z COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) C II_-- GLAZING DETAIL1.5" - I 1 •S' T — SME: N.T.S. G3 FlushGlazing5/8" INSULATED GLASS INSERT OPTIONS OWG. SY.. JK Door Panels3ABTS LITE FRAME 3B 8TS LRE FRAME CHK. Sr: LFS I /T' & 9/ 16" Glazing. 1 Glazing bRAWING NO.: FL-20461. 14 SHEET 12 OF 14 4;56" f r 1 INSWING THRESHOLD Inswing Basic'Poced Sill 5.75 05 R-ML 1 INSWING THRESHOLD inswing'Moderate Climate SO 1-3/8" 5:75" gINSWING IHRESHOLD inswing Moderate Climate Sit 5.75" INSWING THRESHOLD rowing Basic Fixed "/4" Sol 7.5" S. 37 fNSWING THRESHOLD Inswing Basic FxedJ-1/P' SAI 4.56" INSWING THRESHOLD Idswtng Composite Adjustdble Sill i•7 5.77' _ Js NSWING THRESHOLD Inswing Basic Composite Adjustable Sill INSWING THRESHOLD InswngBasic.CompositeAdJustable5ill7-1/2 m 0ci `no 15 ADA THRESHOLD o. 0 8 3WEEP - 9 .SWEEP. I O 236" WOOD JAMB 5,83" 3 16 OUfSWING THRESHOLD Composite S'I OUISWING THRESHOLD Composite J Aluminum SIII fie OUTSWINGTHRESHOLD Compbiife/'Aluminum.Sill Thetmal BregkJ f-- 2:06" --J I 10. SWEEP' o w go A i T za v LEW m ro cnzdw onUN•: v 0 Z Ern i mO c f1r a z zLi^ y, D v J z z a- 0 0LUTE: DWG, er: JK cNK. eri LFS FL- 20461.14 BEET 13 OF 14 ohoo&&'• BILL OF MATERIALS BILL, OF Q- .N y om i •'''•....... i/!/r iy.` < c 0 - N 0Za v 0 Z VOnOg9m=WaN dim v m aa.H 9c p a= o SLda Jo 5wo m o U Jm 0 o a a m 0 V Nz CONCRETE ANCHOR NOTES: w o 0) 1. Concrete anchor locations at the comers may be adjusted to maintain the min. w edge distance to mortar joints. o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors k may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a 3. Concrete anchor table: z n w z a 0n i z U on'rE: 6 1 16 z scuE: N.T.S. owc. era JK m cHK. BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DPAWMG ND.: 1. Maintain a minimum 5/8" edge distance, I" and distance, & I"o.c, spacing of m FL-20461.14 0 wood screws to prevent the splitting of wood. w SHEEr' 14 OF 14 MATERIALS ITEM # DESCRIPTION MATERIAL REM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /2"PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4".MAX. SHIM SPACE. 27 LATCH STRIKE PLATE STEEL D l /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 286 DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3 1 /4" ITW CONCRETE SCREW STEEL 29 4 X 4 HINGE STEEL J 1 /4" X 3-3/4"`PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL 31 MULTIPOINT,STRIKEPLRTE (TONGUE SYSTEM) ALUM/COMP M 3/16"X2-1/4"ITWCON_CRETESCREW STEEL 32 INSWING THRESHOLD: ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD. ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR- PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 4T DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U]J _ 18 OUTSNIING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 8 x 3/4"PFH WOOD SCREW STEEL. 44 FLUSH: GLAZED'' DOOR PANEL (HYBRID), 23 b0 x 3/4"PFH WOOD SCREW STEEL 4S FLUSH -GLAZED -DOOR PANEL (U1) 24 10 x 1"PFH WOOD SCREW STEEL. 46 3/4 FLUSH GLAZED DOOR: PANEL (BOOK)_ 47 3/4'.FLUSH GLAZED DOOR PANEL (HYBRID)' 4$ _ 3/4 ELUSH GLAZED DOOR PANEL (U 1) ANCHOR ANCHOR CLEARANCE MW CLEARANCE; TYPE SIZE EMBEDMENT TO;:MASONBY 70A;DJACENT-`. ITW T 4„ 1-T q" r, a TAPCON ELCO 1/4" 1-i/4" V. 4" U LTRACON ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON d Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is required to be protected with an Impact resistant covering that compiles with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation. 53.25' MAX O.A. FRAME WIDTH 15,5" FRAME 4 WIDTH 37.75 FRAME WIDTH Z z 3 O 00 a w w O L TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION I Typical Elevations, Design Pressures & General Notes 9 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 10 Vertical Cross Sections (Thresholds) 3 Door Panel Details 11 Buck Anchoring 4 Door Panel Details 12 Fame Anchoring 5 Sidelite Panel Details 13 Hardware Details 6 Elevations 14 Glazing details 7 Horizontal & Vertical Cross Sections (2X - 15 Components B Horizontal &Vertical Cross Sections I X BuckBuck) ) 16 Bill of Materials m 8 68.75' MAX O.A. FRAME WIDTH 15.S' FRAME WIDTH 37.75 FRAME WIDTH r O X O UI/ L///Lj DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE I NEGATIVE I POSITIVE NEGATIVE XO, OX, OXO 47.0 1 47.0 F +47.0 1 -47.0 See Sheet 4 for Hardware Specifications sc,aE: N.T.S. owc. er: JK cHx. av: LFS FL-20461.15 SHEET I OF 16 0.51, 6' . 3—{ Gl G2 EXTERIOR yl 0.5' COMPOSITE COMPOSITE HINGE STILE INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 2 0.406" GI G2 3.6" EXTERIOR 0.406" I F1 +r COMPOSITE COMPOSITE HINGE STILE INTERIOR LOCK CAP (ENGINEERED WOOD) STILE CAP ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 2 WI DTH 36.0" MAX. DOOR PANEL WIDTH y 3 2 i 21.1 T MAX. 1 D.L.O. a xO p o X L^1 O D DOOR PANEL 40 BOOK 35.813" MAX. 35.813" MAX. DOOR DOOR L WIDTH PANEL DTH DOOR PANEL 41 Hybrid Door g42 DOOR PANELUlDoor TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) co INTERIOR EXTERIOR G1 G2 FOAM CORE POLYURETHANE- '•< 1.9 PCF MIN.) FIBERGLASS SKIN--,, ,: a 0.082' THK.) BOTTOM RAID U'r•lUJ U COMPOSITE) 1.71" TOP RAIL 36.0" MAX. DOOR PANEL WIDTH y 3 2 i 21.1 T MAX. 1 D.L.O. a xO p o X L^1 O D DOOR PANEL 40 BOOK 35.813" MAX. 35.813" MAX. DOOR DOOR L WIDTH PANEL DTH DOOR PANEL 41 Hybrid Door g42 DOOR PANELUlDoor TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) co INTERIOR EXTERIOR G1 G2 FOAM CORE POLYURETHANE- '•< 1.9 PCF MIN.) FIBERGLASS SKIN--,, ,: a 0.082' THK.) BOTTOM RAID U'r•lUJ U COMPOSITE) 1.71" TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) FOAMCORE P 6 POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR FIBERGLASS SKIN--' '. 0.082" THK.) BOTTOM RAIL-- M u COMPOSITE) 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 2 - z SCALE: N.T.S. owc. BY: JK CHK. BY: IFS FL-20461.15 EET 2 OF 16 EXTERIOR --4.987--1 0.5" COMPOSITE CAP COMPOSITE HINGE STILE LOCK STILE CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) HORIZONTAL CROSS SECTION 0.406- EXTERIOR 3,6" 07 0.406'— COMPOSITE Ji CAP COMPOSITE HINGESTILE LOCK STILE CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 36.0'MAX. 35.813" MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 3 23.81"D.L.O. WIDTH 0 CD 2rz1m z ld— 0 1 -4 0 0 0 0 m9 Id X c! L L DOORPANIL DOOR PANEL . 0, 44 DOOR43BOOK 1,161 Door 35.1313"MAX. DOOR PANEL WIDTH 45 DOORR 1AM11 'I Door A, 5 z c -: 2 Z 0o On 0z600- TOP RAIL TOP RAIL 5 a: m 0. COMPOSITE CAP W1 (COMPOSITE CAP W1 LVL ENGINEERED LVL ENGINEERED E z WOOD) i, WOOD) ja: q c; FOAM CORE FOAM CORE POLYURETHANE- (POLYURETHANE- 1.9 PCF MIN.) If 0 01.9 PCFMIN.) 0 G3 G3 u FIBERGLASS SKIN U) O. GBZ' THK.) z cx cx FIBERGLASS SKIN -- Z' 0.087' THK.) T i 1'. BOTTOMRAIL BOTTOM RAIL cq COMPOSITE) (COMPOSITE) DATE: is SCALE: N.T.S. 1.71" 1.71 DWG. BY: JK CHK. BY: LFS fDRAWING NO, r3 VERTICALCROSSSECTION 4 VERTICAL CROSS SECTION L I IF-1201461. 15 SHEcr 3 OF 16] G3 3.6' EXTERIOR 0.5" zl COMPOSITE INTERIOR LOCK STILE (LVQ CAP HORIZONTAL CROSS SECTION 36.U'MAX. DOOR PANEL WIDTH 0 w z 00 46 DOORDOPANEL BOOK35. 813" MAX. DOOR PANEL WIDTH DOOR PANEL 4700' '.., HylnlDoor 3. 3' Z, LOCK STILE (LVL) —Uumvubllt 2'- I0'Door Panel CAP COMPOSITE LOCK STILE (LVL) COMPOSITE CAP 2 HORIZONTAL CROSS SECTION CAP 35. 813" MAX. DOOR PANEL WIDTH DOO1 PANEL Door 48UIDoor0., Z:zj M 0 Z 0 2 z 0ox z 560 a, c 0zv TOP RA, (COMPOSITE) C, OR FOAM CORE q z,- r POLYURETHANE- co 1. 9 PCF MIN.) 0 in G3 G3 FIBERGLASS SKIN 0. 082"THK.) S 6 vil 2. ---- BOTTOM RAIL ---m COMP.) VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION TE: 611116 ALE: N.T.S. G. BY. JK K. BY: LFS AWING NO..- FL- 20461.15 EET 4 OF 16 Ign olf INTERIOR o m m, , i Zdwo Eo' U N •: Z STILE WOOD EXTERIOR a v a x Z aWOOD) ON Soma v. / o a. 1 HORIZONTAL CROSS SECTION ? lip Lite Glazing E $ Z w 6.88" MAX. TOP RAIL I I J I3.938" MAX. D.L.O. WIDTH (COMP.) o PANEL WIDTH I o 2.625' (TYP.) FOAM CORE W f I a POLYURETHANE- m IN 1.9 PCF MIN.) W O2 w =U' N a a z w_ O EXTERIOR INTERIOR a co b ® m o N N ry G1 G2 o P t Lo O r ti 3 FIBERGLASS SKIN _ m 0.070"THK.) o - w i BTS Full Lite Frame \ a jo 2 BOTTOM RAIL 5 (COMP.) - Z DATE: 617116 SIDELTTE PANEL 2 VERTICAL CROSS SECTION SCALE; N.T.S. 50 FULL LITE $ Up L ie Glaring DWG. BY: JK m' LIP LITE CHx. BY: LFS DRAWING NO.: tt FL-20461.15 a SHEEP rJ OF 16 il 3 3 3 712 3 3 3 4 4 4 7 8 9 7 8 9 7 8 9 Z `;41.per 4 o2 in ZOUNZ a ZZd00- 5 2 a 1 ® j 7 g S a b 8 9 9 9 0 an J rLSEEHARDWARE ,j ; % SEE HARDWARE g CHART CHART w W N m a D 4I D 41 D 4 U Q O ~ 110 3 4 5 6 1 2 3 4 10 10 10 10 10 10 10 10 10 10 10 m ELEVATION ELEVATION KO OKO s N Z LD t Ln IO O 1- HARDWARE: TABLE':;. a MANUFACTURER. MODEL 7n F w SCHLAGE KNOB: F51 DEADBOLT: B60 n F i N Z p KNOB: SIGNATURE SERIES DATE: 6/ 1 16 z KWIKSET DEADBOLT: SIGNATURE SERIES (980) SCALE: N.T.S. ° HOPPE MULTIPOINT: MPDGART OM BY. JK m THERMA-TRU) ( 3 pt. Manual Tongue) Fiber-Classic/Smooth-Star Door Panel Options CHK. BY: LFS 3 Panel options shown are for Illustration and are representative only DRAWING NO.: similar glazed panel configurations are allowed( FL-20461.15 0 0 SHEET - 6 Of 16 N f3 I-1/4" MIN. I I I I 1 EMB. (TYP.) J 29 I HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) 0.15" C-SINK _ TYP) —I r I SEE NOTE I 51 HORIZONTAL CROSS SECTION 7 Outsw ng shown (Inswing similar) 1-1/4" MIN. _ EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) J 0.15" C-SINK x TYP) ~I \\ 1.1 SMIN. EMB. ( TYP.) SEE NOTE 1 HORIZONTAL CROSS SECTION 7 Outswing shown (Inswing similar) Notes: 1. Sidelite assembly screws located 6"from each end plus 6 more screws equally spaced between (8 screws total per side jamb). Z3 n 2. Sidelite assembly screws located 4" from each end (2 screws along V : 3 v *? ro head Jamb), N • 7 ° Ej Nr : 0 ::9 n o yam: C n i0v n- o_ 0 o = v' v f a N 9do a moL E uZ v i " 46 47 48 bO U N EXTERIOR INTERIOR 0 3 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) 4 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing simiar) z i w ALE: N. T. S. c. BY., JK m K. BY: LFS 3 AWING NO.: FL- 20461.15 a EEr 7 OF 16 N 3 Notes: 1. Sldelite assembly screws located 6" from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidelite assembly screws located 4" from each end (2 screws along head jamb). A E C ay. C J 1 a J 0 6 60 e G , INTERIOR ° o O as 23 24 EXTERIOR SEE NOTE 1 1-1/ 'MIN. 29 40 41 42 1 A EMB. (TYP.) 43 44 45 1-1/4"MIN. 46 47 48 EMB, (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION g Shown w/ I sub -buck $ Shown w/ 1X sub -buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) EXTERIOR ram/ 2 INTERIOR 3 VERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) SEE NOTE 2 50 EXTERIOR INTEI 4' VERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) ZN•'7 W'• i•• y rn 5 bm p of rI a N Z6' 9 %2 o a amu: o E oZ co a. d U m ao x 2 wg J Pc m NN O a o :to U a ALE: N.T.S. IG. BY: JK M. BY: LFS AWING M.: FL-20461.15 iEEr 8 or J6 MAX. 1.25" EXTERIOR " INTERIOR 331 HORIZONTAL CROSS SECTION 11 y Shown Direct to MasonryOutswingonlyw/ 6-9/16'jamb Notes: 1. Sidelife assembly screws located 6" from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidelite assembly screws located 4" from each end (2 screws along head jamb). S 1 HORIZONTAL CROSS SECTION 9 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb a' MAX. M E MIN. N,7 z°Nt'O n 1 ona0z° C m a N •: 1\ xz 50 D 9moaW On5 6 a SEE NOTE 2 E `o z EXTERIOR INTERIOR i 6 VERTICAL CROSS SECTION az cJQi 9 Shown Direct to Masonry ooOutswingonlyw/ 6-9/16 jamb o o y y w ~' o a GU a m 11 V11111 r^ Um o INTERIOR EXTERIOR U SEE NOTE 2 r2" VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' Jamb n N N . a i E 1-1/4"MIN. EMB. PP.) SGLE: N.T.S. DWG. BY: JK CHK. BY.. LFS DRAWING NG.: FL-20461.15 SHEET 9 OF 16 r Notes: I. Sill Item #'s 17,18,32, 34,35,36,37 &38 are attached to lambs w/ (3) #8X2-1/7'pfh screws at each end. Sill Item ff's 16 & 33 are attached to jambs wl (2) #8 X 2-1/7'pfh screws at each end. Sill Item If 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end. INTERIOR EXTERIOR INTERIOR EXTERIOR 40 41 42 iY3 43 44 45 46W4748 (3346W47411 (3 8Y3 2 SEE NOTE SEE NOTE D VERTICAL CROSS SECTION O Inswing Sill EXTERIOR INTERIOR 4-'VERTICAL CROSS SECTION O Public Access Sill SEE NOTE 1 D INTERIOR jIJ VIIA EXTERIOR SEE DZ 7 5 VERTICAL CROSS SECTION D Inswing Sill vo Z' 4 12 z C, A EXTERIOR INTERIOR "III PW M 0 t li z 6 0 F) z u c4oErn -: o - z' z .5 uu) 5 6 GO. 7 16 1718 In a. A. I, o E oz 9 'D Lj A S SEE NOTE I vV C) Q) z DL: D 2 DO VERTICAL CROSS SECTION oIX 10 Outswing Sill G- EXTERIOR -17/7)k7//J— INTERIOR SEE NOTE 2 z DATE: 5/1/16 D)) 2 aSCALE, N.T.S. DwG. By.- JK CHK BY: LFS 66-"VERTICAL CROSS SECTION DRAWING NO.: j 0.) OutswIng Sill FL-20461.15 SHEET -1O oF-L6 JAMBS 4"( — 6. (TYP.) 4" (TYP.) r III l III -- IIIII p IIIIII "r HEAD & JAMBS TYP.) IIIIIIII11IIIIIIIIIIIIIIIIIIIIIIIII rjlj r XO/OX 2X BUCK TYP.J , MASONRY TYP.) 2X BUCK ANCHORING l IIIIIIIIIII JAMBS 4" (TYP.) IIIIIIIII III 111 HEAD & JAMBS i I TYP.) i t IIIIIIIIIIIIIIIIInlIIIIIIIIIIIIIIIII UHIVQ OXO 0z a=.i n y0Jm CrJ\ 6m onmz° V N •; 15 U' x z Co InOU Da J cw m M 5 c; oZ 9W ^' J'a Iv j SCALE: N.T.S. owc. BY: JK cNK. BY: LFS DRAWING NO.: FL-20461.15 SHEET 1i1OF161' DIRECT TO MASONRY p JAMBS HEAD 3" (TYP.) TYP.) T' TYP. L 2X BUCK j IXBUCK — DIRECT TO N HEAD & JAMBS MASONRY (TYP.) JAMBS TYP.) O O SILL p TYP.) I I I 1 FRAME ANCHORING lo 13) #8 x 2-1 /2, PFH WS JAMB TO HEAD DETAIL DIRECT TO p (TYP.) MASONRY HEAD JAMBS TYP.) S. (TYP.) o v L 2X BUCK BUCK — ) IXBUCK — TYP.) HEAD & JAMBS TYP-) ER U O DIRECTTO N — MASONRY JAMBS i 1 (j TYP.) — p — ^_ O FRAME TYP.) SILL p — TYP.) FRAME ANCHORING MASONRY TYP.) FRAME ANCHORING t gz53p 7 z rc%Q"r i11111i o0nmz0 I'll v o x z l E m ? m° v a Y p L a aa d E oz 3a TE: 611116 ALE: N.T.S. G. BY: JK N. BY. LFS AWING NO.: FL-20461.1 S EE 12 OF 16 TF 'n a47 6 o p: J= N•,7 Nc.p 4n SEE HINGE O O z° Y'•• DETAIL (TYP.) c6 i A a n z o m 6 L 26 U N •; Z i E. z m o W L 00 LT OO SEE TONGUE L\ a a m d a m I E"0` 0 0 O STRIKE DETAIL m _ (TYP.) 1n E `o z 25 27 6 LATCH & DEADBOLT DETAIL `= a a— Kwikset ® Om OQ O0 31 ( k:o SEE LATCH iONGUESTRIKEDETAIL w 3 DEADBOLT Mu Ip X m o DETAIL 8 D o m 00 SEE LATCH o L SUB STRIKE y p 0 t,` O & DEADBOLT co, o r PLATE DETAIL a a 28 8 0 22 Q L STRIKE JAMB HINGE JAMB STRIKE JAMB 30 w z 25 27 Latch and Deadbolt Mul Ipolnt Lock t o m j o ti LATCH & DEADBOLT DETAILLu LATCH a DEADBOLT DETAIL L 2X BUCK Multipoint Lock 0 Schloge 29 G 1XBUCK DIRECT TO n M LATCH DEADBOLT STRIKE DETAILS MASONRY MULTIPOINT LOCK STRIKE DETAILS 24 ® 43 - o P DATE: 611116 z SCALE: N.T.S. Owc. BY. JK m HINGEDETAIL OHN. BY, LFS 3 DRAWING NO.: W FL-20461.15 SHEET 13 OF 16 N KINNUM V v W) BACKBEDDING COMPOUND 1/2" GLASS BITE 1/2" - 9/16" THK. GLASS c). d) d 0 C'. 1/8" TEMPERED GLASS g --- AIR SPACEORt INTERNAL GRID (GBG) INTERNAL GRID (GBG) Pv 3 ZO 0 I XJEMPEIRED GLASS Optional Aluminum Spacer) ro) zo 4 X 1 I/Z. 10 x 1 -1 /z, 9116" INSULATED GLASS INSERT OPTIONS z E Z. 0 02. PPH PLASC Ew 3A DURASEAL, ALUMINUM 6 ORSTEEL SPACER GLAZING DETAIL GI _GLAZING I:)AI1 C; LiteFr. BTSLiteFrameE o z Door Panels & Sidelites C Lj I.: B TYP.) TYP.) T4BACKBEDDING COMPOUND I/Z-GLASS BITE I" THK. GLASS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT 0 1 / 8" TEMPERED El 3 GLASS AIR SPACE 1/ 6-TEMPERED tHXPLASC0 GLASS M y ^ al a l0xl- I/ PPH PLAS Ew 3B DURASEAL, ALUMINUM MINI BLIND INTERNAL GRID (GBG) Aluminum Spacer) OR STEEL SPACER Optional Aluminum Spacer) GLAZING DETAIL BTS Lite Frame I" INSULATED GLASS INSERT OPTIONS Door Panels & Sidelfte5 21.13" MAX 10 x 1 -1 /Z. D.L.O. WIDTH 2 PPH PLASCREW BTS Full Lite Frame z 0 I/ Z'GLASS BITE I 5/9'THICK GLASS 2 DOOR PANEL 1/ 8" TEMPERED GLASS AIR SPACE 1 / 8" TEMPERED GLASS o BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GB PRIVACY INSERT COMPOUNDORSTEELSPACEROptionalAluminumSpacer) 0 GLAZING DETAIL GLAZINGDAM 611116 zG3 Glazing Door Panels 5/8INSULATED GLASS INSERT OPTIONS scALE: N.T.S. 1.5" DWG, BY. JK CHK. BY: LFS BTS fffl, FRAMEBTS 3A ITEFRAME 38 DRAWINGNo.: I/Z'& 9/I6"GI.,zIng I"Glazing FL-20461.15 SHEET _14 OF 16 4.56" 3 1 MSWING THRESHOLD Insving Basic Fuced Sill 5.75" -- m 1 INSWING THRESHOLD J Inswing Moderate Climate Sil 1.3/9" 1, 38 INSWING THRESHOLD Inswing Composite Adjustable Sill INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 5.75" 7.59" 11NSWING THRESHOLD JJ Inswing Moderate Climate Sit 5.75" 1 INSWING THRESHOLD 36 Inswing Basic Fixed S3/4"Sill 7.5" INSWING THRESHOLD 37 Inswing Basic Fixed 7-1 /2'Sill INSWING THRESHOLD Inswing Basic Composite Adjustable Sill ]-1/2" 0 0 5 ADA iHRESHOID 0 h— 2.36" —i WOOD JAMB OUTST G THRESHOLD r ° Composite SIII nOUTSWING THRESHOLDComposite / Aluminum Sill 5.75' 18 OUTSWING THRESHOLD Composite / Aluminum SIII Thermal Break) i— —1.79" 1.9T a B SWEEP 9 SWEEP Ip SWEEP o 2. 1W —{ J 0 75 SIDELITE SPACER Inswing 2.13" o 0 76 SIDEL1TESPACEROut. . 2.14" cqM ITPo o 77 INSWING SIDELRE AdapterModerate Climate Threshold DATE: 611116 SCALE: N.T.S. DWG. BY: JK CHK. ft LFS DRAWING Na.: FL-20461.15 Lill lllrrr rJ: N*: 6 * z Zvi M 41--, 0 S• j•. g..om O``` nlll ii z oao 6 o n zmUN •• Z 0 Z UiomC j o o 9 W a An doa Y LLc p E oZ w J O s m m U o o a a m 0 N N ow Zg fain the min. w 9 I i 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to o maintain the min. edge distance to mortar joints, additional concrete anchors w may be required to ensure the "MAX. ON CENTER" dimension are not exceeded, a 3. Concrete anchor table: j i Nn nQ w i n o N O o Z U DATE: 611116 z SCALE: N. T. S. S DWG. BY: JK m cHR. av: LFS rcWOODSCREWINSTALLATIONNOTES: DRAWING NO.: FL-20461.15 1. Maintain a minimum 5/8"edge distance, 1"end distance, 1£ 1"o,c, spacing of wood screws to prevent the splitting of wood. 0 SHEET 16 OF 16 N BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 286 DEADBOLT STRIKE PLATE (SECURITY) STEEL B 2X BUCK (SG >= 0.42) WOOD 29 4" X 4"HINGE STEEL C 1 /4" MAX. SHIM SPACE 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 32 INSWING THRESHOLD ALUM/COMP 33 INSWING THRESHOLD ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP L 10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 39 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 40 DOOR PANEL (BOOK) 7 WEATHERSTRIP (LONG REACH) FOAM 41 DOOR PANEL (HYBRID) 8 SWEEP VINYL 42 DOOR PANEL (Ul) 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 43 FLUSH GLAZED DOOR PANEL (BOOK) 10_ SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 15 ADA THRESHOLD ALUM 45 FLUSH GLAZED DOOR PANEL (Ul) 16 OUTSWING THRESHOLD ALUM/COMP 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK) 17 OUTSWING THRESHOLD ALUM/COMP 47 3/4 FLUSH GLAZED DOOR PANEL (HYBRID) 18 OUTSWING THRESHOLD ALUM/COMP 48 3/4 FLUSH GLAZED DOOR PANEL (U1) 22 8 x 3/4" PFH WOOD SCREW STEEL 50 SIDELITE (FULL LITE) 23^ 10 x 3/4" PFH WOOD SCREW STEEL 75 SIDELITE SPACER (INSWING) PVC 24 10 x 1" PFH WOOD SCREW STEEL 76 SIDELITE SPACER (OUTSWING) PVC 25 8 x 2-1 /2"PFH WOOD SCREW STEEL 77 SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC 26 8 x 5/8" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to main edge distance to modar oin}s. 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 28A DEADBOLT SUB STRIKE PLATE STEEL ANCHOR ANCHOR MIN MIN CLEARANCE ;;.MIN CLEARANCE. TYPE r, Fiber -Classic, & Smooth -Star.. COMPOSITE EDGE GLAZED FIBERGLASS DOUBLE DOOR w/ or w/out SIDELITES INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debits protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall 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 licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation. 74.50" MAX. OVERALL FRAME WIDTH z 3 z o w w LL X X 00 O X a TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 9 Horizontal & Vertical Cross Sections Direct to Masonry) 2 Door Panel Details 10 Vertical Cross Sections (Thresholds) 3 Door Panel Details 11 Buck Anchoring 4 Door Panel Details 12 Frame Anchoring 5 Sidelite Panel Details 13 Hardware Details 6 Elevations 14 Glazing details 7 Horizontal & Vertical Cross Sections 2X Buck 15 Components a Horizontal & Vertical Cross Sections 1X Buck) 1 16 1 Bill of Materials 105.50" MAX. OVERALL FRAME WIDTH OOXX i CONFIGURATION ASTRAGAL DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xx, oxxo STANDARD 35.0 40.0 35.0 35.0 xx, oxxo COASTAL 47.0 47.0 47.0 47.0 See Sheet 5 for Hardware Specifications onre 611116 scuE: N.T.S. Owc. En: JK CHK. En': LFS FL-20461.16 IEET 1 OF 16 r 0.5" O.T' GI G2 EXTERIOR — 3'6 0.5" COMPOSITE COMPOSITE HINGE STILE INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 2 0.40"' Gl G2 EXTERIOR 0.406'--- I— 0.7" W COMPOSITE COMPOSITE HINGE STILE INTERIOR CAP (ENGINEERED WOOD) ' LOCK STILE CAP ENGINEERED WOOD) HORIZONTAL CROSS SECTION 2 36.0" MAX. DOOR PANEL WIDTH 3 2 i 21.13" MAX. i D.L.O. 2 17^ d 0 x ci O Q GaE g O N P 40 DOOR PANELBOOK 35.61 Y MAX. 35.81 Y MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 41 DOOR PANEL Hlldl Door 42 DOOR PANEL Ul Door INTERIOR GI G2 i FOAM CORE POLYURETHANE- 1.9 PCF MIN.) — FIBERGLASS SKIN 0.087' THK.) BOTTOM RAIL -- COMPOSITE) TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) EXTERIOR U: u N't"7 z ll •IIIPI` n V n TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) FOAM CORE o POLYURE HANE- 1.9 PCF MIN.) INTERIOR EXTERIOR FIBERGLASS SKIN If 4V'1I0.087'THK.)1 BOTTOM RAID COMPOSITE) 3 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION_ 2 2 C•. v' m b:Q n 0 om F Z N o r°n m U N •; V O ionU Z ZEo o u-t n 5 . t a an D. a oZ SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20461.16 SHEET 2 OF 16 rill EXTERIOR 4.987' `A, COMPOSITE ' _ •• u o'• J h CAP Y HINGE STILE n LOCK STILECOMPOSITE CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) o n O z° 3 HORIZONTAL CROSS SECTION o ° " 0.4lvf z K z E m i m° 0.406" EXTERIOR a N M m 4 0 a- 0.7 0.406" TOP RAIL TOP RAIL a COMPOSITE ( COMPOSITE CAP W/ (COMPOSITE CAP W/ g o j LVL ENGINEERED LVL ENGINEERED e z u". ,...-;. „ CAP WOOD) L WOOD) HINGESTILE ., LOCK STILE ?'t' COMPOSITE INTERIOR CAP (ENGINEERED WOOD) G3 (ENGINEERED WOOD) X. 2HORIZONTAL CROSS SECTION 36.0"MAX. 35.813" MAX. 35.813" MAX. FOAM CORE FOAM CORE DOOR DOOR DOOR (POLYURETHANE- (POLYURETHANE- m a o PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.9 PCF MIN.) 1.9 PCF MIN.) o 0 3 3 4 a 3 3 3 a a Y )- m G3 G3 m 23.81" D.L.O. FIBERGLASS SKINWIDTH N 0 0 O o .-r.'. (0.087'THK.) o z w g w 2 w 2 g o p 3 0 - r 0X ® 00 FIBERGLASSSKIN 0 X ® 0 0 0 X ® (0. 087' THK.) a o otp1 r`•: l is DOBOTTOM RAIL ;; ,4.. o BOTTOM RAIL COMPOSITE) COMPOSITE DATE: 611116 SCALE-. N. T.S. owG. Err: JK 1.71" CHK. BY: LFS D D 4 VERTICAL CROSS SECTION DRAIMNG No.: 3 VERTICAL CROSS SECTION FL-20461.16 43 DOOR PANEL 44 DOOR PANEL 45 DOOR PANEL $ BOOK Hybrid Door Ut Door 3 SHEET 3 of 16 L111111111/!/. G3 0.406 F 3.3QA EXTERIOR ` I 05" fd• ; 7 i LOCK STILE (LVL) COMPOSITE '•,• 2'- 10" Door Panel CAP a; yy D M PI COMPOSITE INTERIOR LOCK STILE (LVLJ CAP 1 HORIZONTAL CROSS SECTION 1. 0e^ G3 0. 406° — /llll I 3. 6" — 1 1111 z C; m 6 0 N a z o Ern z o o o a COMPOSITE LOCK STILE (LVLJ COMPOSITE 8 E u Z CAP r2 HORIZONTAL CROSS SECTION CAP 8 `w o 1a 4 TOP RAIL COMPOSITE) J v 36ZMAX, 35. 81 Y MAX. o i;; :lt,CORE---' cq 35. 81 Y MAX. FOAM w cg DOOR PANEL WIDTH DOOR PANEL WIDTH DOOR >' ti ,^: ,', (POLYURETHANE- PANEL WIDTH 1.9 PCF MIN.) q C, o3 3 3 • o_ a m o2 24. 1 X D.L.O. WIDTH G3 G3 N z 2 O 217 f y a v i Z / Z 2V Z d 00 ® 0 ac S FIBERGLASS SKIN 0. 082"THK.) a 0Z r y'.r:• ;,` i`1}? BOTTOMRAIL ------I DATE: 611116 SCALE: N.T.S. DWG. BY: JK I. T' (COMP.) CHK. BY: LFS D \ DRAWING NO.: FL- 20461.16 D 46 DOOR PANEL D 4i DOOR PANEL Hybrid Door 3 VERTICAL CROSS SECTION r4VERTICAL CROSS SECTION 48 DOOR PANEL 4 4 Ul SHEET 4 or 16 BOOK Doorv 1111111111///// 0.66" _ G2 Gl ; dY 9 o o- z n n INTERIOR t,1.. Z Gj w O1 It z d m o STILE WOOD EXTERIOR n a 0 x z° WOOD) goLa 1 HORIZONTAL CROSS SECTION { s a m a a Lip Lite Glazing e o ? oEEw B: Ad 6. 88" MAX. TOP RAIL V) 13. 938"MAX. D.L.O. WIDTH' (COMP.) Q oa PANELWIDTH2. 625"(TYP.) FOAM CORE W a z POLYURETHANE- w ^ w r 1.9 PCF MIN.) o 0 x ! E o y cd C9 N a a p m o EXTERIOR INTERIOR 0 5 cli ^ G7 G2 o z n w a t Lf) R, 4 iM p FIBERGLASS SKIN BTS Full Lite Frame (0.070" THK.) o ^ w 2 BOTTOM RAIL COMP.) — 0Z DATE: 611116 SIDELRE PANEL r VERTICAL CROSS SECTION N. T.S. 50 FULL LITE $ Up Lite Glazing M. BY: JK LIP LITE - GHH. BY: LFS ORAMNG NO., FL- 20461.16 SHEEP 5 OF 16 1 f% v,, A 9 v v v v 4 X X 6 x 7 X D 4 10 O 0 0 SEE HARDWARE CHART HARDWARE TABLE MAN&ACTURER MODEL;:. KNOB F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGSB THERMA TRU) 3 pt. Manual Shootbolt) vvv oToTo v v v s 4 4 5 v t 7 D 41 D III 0) 8 9 rl--lr2 3 Ir4 I 4) 10 10 10 10 SEE HARDWARE CHART 10 10 am IIM zrc':O=fin i •. GJ o m m On z° U V •f a vo xZ° E m i m° v 1 10 ° m, 9 =W im V u u 9Z o: ( J r . 1 j --- 1 ff I_ m mmi _I IIIIIII IIIIIII IilllllM IIilllll 1-114" MIN. EMB. (TYP.) 1—` HORIZONTAL CROSS SECTION 1 7 Shown w/ 2X Buck Outswing shown (Inswing similar) F 0.15" C-SINK _ TYP) SEE NOTE 1 125 1 5 HORIZONTAL CROSS SECTION 7 Outswing shown (Inswing similar 1.15' MIN. Notes: EMB. (TYP.) 1. SideGte assembly screws located T' from top and 14" from bottom & l t / 2 more screws equally spaced between (4 screws total per side Jamb). 2. Sidelite assembly screws located f from each end (2 screws along Y head jamb). c L 0.15" C-SINK TYP) SEE NOTE 1 25 INTERIOR ° o EXTERIOR 41 42 50 D ° 1-1 X MIN. 44 45 EMB. (TYP.) 47 48 2 HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) HORIZONTAL CROSS SECTION 7 Outswing shown (Inswing similar) EXTERIOR ZJ/o INTERIOR 3 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) N i* 0 f z d U N •; Z u Em z o=0 1 e4 mdke 6 L y J Z C C C Z v° W 8 3d U rm x aE, _ 2K m v Nv o n o =o pOf U a 2 SEE NOTE 2 z 50 —, U EXTERIOR INTERIOR 0 4 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) z p DWG. ar: JK CHK. sr: LFS GRAWMG NO.: FL-20461.16 SHEET 7 OF 16 I 11111111///i Notes: i 1. Sidelite assembly screws located T' from top and IV'from bottom & gr , 2 more screws equally spaced between (4 screws total per side Jamb). 2. Sidelite assembly screws located 4" from each end (2 screws along head jamb). ca 7 Z E m A n a M z aj' U N •• aZ oz A m c E 40 41 42 w 6La M a C E 43 44 45 c Ba u 9 z C 46 47 48 0 ix a: 6 1 J v o° J EXTERIOR INTERIOR O 3 VERTICAL CROSS SECTION e INTERIORQG a Shown w/1Xsub-buck w N ovw Outswingshown (Inswing similar) m a o cc, o U o v J a a In mva EXTERIOR 25 0 o E 23 44 a > SEE NOTE i 1- 1/4"MIN. 29 40 41 42 1 A N EMB. ( TYP.) n 43 44 45 1-1/4"MIN. w o 46 47 48 EMB. ( TYP.) A z a' n 25 a 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION SEE NOTE 2 0 g Shownw 1Xsub-buck $ Shown w/1Xsub-buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) 50 1 Q oEXTERIOR INTERIOR o zDATE: 6 1 16 SCALE: N.T.S. 41VERTICALCROSSSECTIONg Shown w/ 1 X sub -buck DWC. BY: JK Outswing shown (Inswing similar) CHK. BY: LFS DRAWING NO.: FL- 20461.16 SHEET 6 OF 16 MAX EXTERIOR L INTERIOR 3 VERTICAL CROSS SECTION 9 Shown Direct to Masonry Outswing only w/ 4-9/16'jamb Double Door Only (N/A w/ Sidelites) Notes: 1. Sidefite assembly screws located T' from top and 14' from bottom & 2 more screws equally spaced between (4 screws total per side jamb). 2. Sldelite assembly screws located f from each end (2 screws along head jamb). U'• C INTERIOR 40 41 42 EXTERIOR 1 HORIZONTAL CROSS SECTION 9 Shown Direct to Masonry Outswing only w/ 4-9/ 16' Jamb Double Door Only (N/A w/ Sidelites) EXTERIOR %//% INTERIOR VERTICAL CROSS SECTIONCROSS SECTION y Shown Direct to MasonryOutswingonlyw/ 6-9/16' jamb rt I_ ! 1-1/4"MIN. EMB. (TYP.) 4-'\ HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9116' jamb EXTERIOR Z a 1.5 MAX. MIN. SEE NOTE 2 EXTERIOR INTERIOR 6 VERTICAL CROSS SECTION 9 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR n ci W; o G Pv z ow o U N •• zJ090xzl o mma 9aam a 0 0 0 oz aLd 8 J D: N D 4 a o a EXTERIOR425- I E z DAT 611116SEENOTEII1-1/4"MIN. SCAT N.T.S. EMB. jTYP.) DWG. fff. JKHORIZONTALCROSSSECTION cNK, BY-.LFS9ShownDirecttoMasonry Outswing only w/ 6-9/16'jomb DRAWING NO.: FL-20461.16 snEer _L or 16 Notes: I. SIII Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2" pfh screws at each end. Sill Item It 15 Is attached to Jambs util•I ng (2) # 10 X 2" pph SMS at each end. 2. Sidelite assembly screws located 4" from each end (2 screws along sill). INTERIOR EXTERIOR INTERIOR EXTERIOR WAIII 40 41 42383932464748(32 SEE NOTE 1 EXTERIOR I SEE NOTE INTERIOR EXTERIOR INTERIOR 25 50 SEE NOTE-2---- r////nnnnnn n e n. Z \ J 4 VERTICAL CROSS SECTION 10 Public Access Sill 5 VERTICAL CROSS SECTION jQ Inswing SIII SEE NOTE 1 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION Q0.1 Outswing Sill EXTERIOR 25 SEE NOTE 2 INTERIOR o` M U ; D it 0 3i M N;7 z 4".0Z I Y•.. IJ 0 qO M r11j11t Zrol00o UN •:Z v z$ u 17 18 00 am< 56 mD. a T 4E oz c w o o=NN Uw J 1— m U p W w O D: aa e p Z e D z a souE: N.T.S. DWG. er: JK cxN. er; LFS 6 VERTICAL CROSS SECTION DRAWING NO.: j Q Outswing Sill FL- 20461.16 SHEEP 1 Q OF 1 6 tttttun4ii/ Q LLj ` gg m U' * S` ¢ 2 ell I lS,•.. Gjy 6 m It Itttl z o m oASTRAGALASTRAGALJAMBSI i' v N •; _ 4" (TYP.) 4 (TYP.) 4, (TYP.) 4" (TYP.) — 4 (TYP.) _I o E Z o Z B• (TYP.) B (TYP.) V. gyp.)( T g 0 a 9 m 0 w rn , o o a c IIL I III E oz II III II III w II a III II III D II III II III II `* D III II III `" HEAD & JAMBS II I I I TYP.) 7IIHEAD & JAMBS I MASONRY II MASONRY (TYP.) I II =$ i2 TYP.) II (TYP.J I UIy = II III II III z 11 nl II nl m Q II III II III xW N II III II III m 2X BUCK II III I III o m TYP.) I 2X BUCK III I III — o TYP.) III I III a a II in U III II III II p IIl III V m II III it III iC; III II III _7_ II III II III II III II III II III it III n II I11 II III o II II w In II III II III w o II I II L II ii 11 e aj k' a0 j uz XX OXXO Z. n 0n O z z a0 DATE 611116 i 2X BUCK ANCHORING SCAt1: N.T.S. DWG. BY: JK m' CHK. BY: LFS 3 DRAWING Na: C FL-20461.16 a sHEEr 11 OF 16 " 11111111111 /// o N 3)#8x2-1/T' i ••., y\ rim FH WS JAMB TO HEAD ETAI P/// ll I l 1pl l Q\\\ M m TYP.) o ro O0 z° D DIRECTTO D o a d9voxzd MASONRY P DIRECT TO p \ £ Em z mo u o MASONRY ASTRAGAL JAMBS M N 0 6 o a a` c m HEAD ASTRAGAL HEAD 3" (nP.) 3" (Ty ( 9 m a a a TYP,) 3" ( ) (TYP.) ( nP.) T. (TYP.) T' (TYP.) 3 (nP.) o z 7. 9 O JTa 1`jr 0 U Q Z 5 m MASONRY MASONRY o wo w OPENING OPENING a U K FRAMEFRAME 0o a a DIRECT TO N > mDIRECTTOMASONRY MASONRY JAMBS TYP.) J n ^ FRAME N BUCK P•) In U z n BUCK O w 4 TYP.) Ln o Ir lu cL i nQ Fn N XX OXXO Z L MASONRY DATE: 611116 iTYP.) SCALE: N.T.S. ° 5 Dwc, BY: JK m FRAME ANCHORING OHx. er: LFS 3 DrumNc Ho.: m FL-20461.16 a SHEET 12 OF 16 N JAMBS VL2XBUCK TYP. 6' V2XBUCK SEE DETAIL 1 SHEET12) HEAD &JAMBS TYP.) M N SEE DETAIL 1 0 oQ V. z O In p Q i y'•., jG o G, 2v c 2 m ro m 1 IIII\ 30 o n COz° 0 U N •• 25 o I 1 h ci m Em ammo l' u p c wSEEHINGE LATCH & DEADBOLT DETAIL _ 25 DETAIL (TYP.( oMullipoint Locka LL~ m a a 27 h00 =0 E o0z r m N r252X CT TO g a SEE DBO ' ONRY LATCH & DEADBOLT DETAIL & DFADBOLT CK Schloge / Kwikset DETAIL / SEE LATCH UCK 78 OEnc- >< & DEADBOLT L O O y O DETAIL o 000 `Oo IN o r N = OEl WC 3 m kDIRECTTO k TTO — oju ASONRY NRY u w G, LOCI n0 o BUCK CK ASTRAGAL Er, mpbyASTRAGAL DETAIL ILatchandDeadboltNc3MultipofntLockMultipofntLockStrikePlate@HeadXBUCK80CK81 U ON Z HINGEJAMB O0 w o t N_ DETAIL I DETAIL 1 Coastal Astragal Strike Plate @ Head Standard Astragal Strike Plate @ Head 79 0 G DETAIL 2 Inswing L 2X BUCK Multipofnt Lock Strike Plate @ Sill 29 G IX BUCK ^ Z z ZZ M DIRECT TO ^ MASONRY ^ N O O o 24 z o 23 DATE: 611116 i DETAIL2 scut N.T.S. 80 DEran 2 OG 81 DErau 2 G DETAIL 2 1 /2" 0 HOLE G 79 Inswing Inswing Outswing Outswing DWG. er: JK m' Coastal Astragal Strike Plate @ Sill Standard Astragal Strike Plate @ Sill Astragal Bolt Hole @ Sill Mulflpolni Lock Strike Plate @Sill GHc. , LFS 3 HINGE DETAIL a FL— MULTIPOINT LOCK STRIKE DETAILS DaNO.: LATCH & DEADBOLT STRIKE DETAILS L—zo4s1.1s a SHEET 13 or 16 " D TTrrinrrrq BACKBEDDING o t•. m COMPOUND OPLASCREW 1/2'GLASS BITE }':}N 7 z kfi O 1/7'-9116"THK.GLASSI /8"TEMPERED GLASS \\ JAIRSPACEINTERNALGRID (GBG) INTERNAL GRID (GBG) /r I I I PT`\ in o m 6 1/8'TEMPERED GLASS (Optional Aluminum Spacer) u N z o x, lo9/16"INSULATED GLASS INSERT OPTIONS { `.`'' o ° Em mPPH 3ADURASEAL, ALUMINUM \ 1\ a y M j 6 o m ORSTEELSPACER \VI + m a a LL GLAZING DETAIL 8 ` 0 GT BTS Ute Frame E o` _ Door Panels & Sidelites ----{ 3 26' 3 c d TYP.) I ( TYP.) o° 3 d 1 BACKBEDDING . k•,i'?.of to COMPOUND 1/2"GLASSBITE o 1"THK. GLASS rr I rn o DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT 0 y 1/8" TEMPERED w tPL ASCREwGLASSOAIR SPACE:;,;. 11 /8"TEMPERED ' !GLASSEn 110 4 MINI BLIND PPDURASEAL, ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) m OR STEEL SPACER (( Optional Aluminum Spacer) OR Spacer) GLAZINGDETAIL o G2 BTS Lite Frame 1" INSULATED GLASS INSERT OPTIONS m Door Panels & Sidelites 21.13" MAX lo x 1- 1/2" D.L.O. WIDTH o PPH PLASCREW Lo BTS Full Lite Frame W o L_ Ln 1 / 7' GLASS BITE o of 5/8'THICK GLASS ~ DOOR PANEL, ANEL - I /&' TEMPEREDGLASS o AIR SPACE I/ 8"TEMPERED GLASSCS m f •n I` tw- Q C BAKBEDDING DURASEAL, ALUMINUMCOMPOUND OR STEEL SPACER INTERNAL GRID (GBGj INTERNAL GRID (GBG) PRIVACY INSERT Optional Aluminum Spacer) d Z o01 G3 GLAZING DETAIL11116DoorPalazing 5/8" INSULATED GLASS INSERT OPTIONS I SCALE: 6 N.T. S. ° DWG. BY: JK m CHK. BY: LFS 3 BTS LITE FRAME BTS LRE FRAME DRAWING No.; rc 3A 1/7' & 9/16" Glaang 3B ]"Glazing FL-20461. 16 a SHEET 14 of 16 a IY.W-Y Para1"Aws 1 INSWING THRESHOLD J Inswing Basic Composite Adjustable Sill 7-1/7' 4.56" INSWING THRESHOLD Inswing Basic Fined Slit 5.75' rnc? : 1 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/9" 5.75" 35 INSWING THRESHOLDInswingModerateClimate SIII 5.75' F 36 INSWING THRESHOLD Inswing Basic Hxed Sill h i gNSWING THRESHOLD J Inswing Basle Fed 7-1/2"Sul Ir:.__ 38 INSWING THRESHOLD Inswing Composite Adjustable Sip 1I I Y Y,Y I INSWING THRESHOLD Inswing Basic Composite Adjustable SIII 6. 17 0 0 6 15 PUBLIC ACCESS THRESHOLD 1. 79"f--1.97' 12.06" Cn P sI to 8 SWEEP 9 SWEEP 10 SWEEP 4. 56" I o 2. 36" 1 WOODJAMB gOUTSWING THRESHOLD Composite Spl mom ZOUTSWING THRESHOLD Composite / Aluminum Sul t__ z F'ip=fin C m N On z m O N •; x o Em z6Zcd LL N O O 0 a o E o 0 IERMAL 0.063" BREAK N FLUSH FLUSH BOLT BOLT RETAINER 0. 063" 15TANDARD ALUMINUM ASTRAGAL riFLUSH FLUSH BC RETAINS' 18 OUTSW/NG THRESHOLD J COASTAL ALUMINUM ASTRAGAL Composite / Aluminum SIII Thermal Break) I-- 2.18" — { 2. 13" 2. 14" --j to o P ci T 75 SIDELITE SPACER to 76 SIDELTTE SPACER SIDEL M SPACER Inswing o Outswing Inswing Moderate Climate Threshold rG. rr: JK IK. rn LFS AWING No.: FL- 20461.16 iEEr 15 of 16 BILL OF MATERIALS ITEM # DESCRIPTION A 1 X BUCK (SG >= 0.42) B 2X BUCK (SG >= 0.42) C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F #10 X 2" PFH WOOD SCREW G _ 3/16" X 3-1 /4" ITW CONCRETE SCREW 1 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW K #8 x 3" PFH WOOD SCREW L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) M 3/16" X 2-1 /4" ITW CONCRETE SCREW N 3/16" X 2-3/4" ITW CONCRETE SCREW P 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW Q 3/16" X 3-3/4" ITW CONCRETE SCREW 1 JAMB (FINGER JOINT PINE) 6 WEATHERSTRIP (MEDIUM REACH) 7 WEATHERSTRIP (LONG REACH) 8 SWEEP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) 11 #10 X 1-3/4" PFH WOOD SCREW 15 PUBLIC ACCESS THRESHOLD 16 OUTSWING THRESHOLD 17 OUTSWING THRESHOLD 18 OUTSWING THRESHOLD 19 STANDARD ALUMINUM ASTRAGAL 20 COASTAL ALUMINUM ASTRAGAL 23 # 10 x 3/4" PFH WOOD SCREW 24 #10 x V PFH WOOD SCREW 25 #8 x 2-1/2" PFH WOOD SCREW 26 #8 x 5/8" PFH WOOD SCREW 27 LATCH STRIKE PLATE 28 DEADBOLT STRIKE PLATE 29 _ V X 4" HINGE 32 INSWING THRESHOLD 33 INSWING THRESHOLD 34 INSWING THRESHOLD 35 INSWING THRESHOLD 36 INSWING THRESHOLD 37 INSWING THRESHOLD BILL OF MATERIALS MATERIAL REM # DESCRIPTION WOOD 38 INSWING THRESHOLD WOOD 39 INSWING THRESHOLD 40 DOOR PANEL (BOOK) STEEL 41 DOOR PANEL (HYBRID) CONCRETE 42 DOOR PANEL (U1) 43 FLUSH GLAZED DOOR PANEL (BOOK) STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) STEEL 45 FLUSH GLAZED DOOR PANEL (U1) STEEL 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK STEEL 47 3/4 FLUSH GLAZED DOOR PANEL (HYBRII STEEL 48 3/4 FLUSH GLAZED DOOR PANEL (Ul) STEEL 50 SIDELITE (FULL LITE) STEEL 61 IVES #454 SURFACE BOLT (8" LONG) STEEL 62 SURFACE BOLT STRIKE PLATE (INSWING) STEEL 63 10 x 2" PFH WOOD SCREW STEEL 64 SURFACE BOLT STRIKE PLATE (OUTSWING WOOD 75 SIDELITE SPACER (INSWING) FOAM 76 SIDELITE SPACER (OUTSWING) FOAM 77 SIDELITE SPACER (INSWING) - MODERATI VINYL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD VINYL 79 MULTIPOINT LOCK STRIKE PLATE @ SILL VINYL 80 1 COASTAL ASTRAGAL STRIKE PLATE STEEL 81 1 STANDARD ASTRAGAL STRIKE PLATE ALUM/COMP ALUM ALUM STEEL STEEL STEEL MATERIAL PVC PVC STEEL STEEL CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN MIN G EARANCE MIN CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON® ELCO ® 1 4 1.1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, i" end distance, 8. 1"o.c. spacing of wood screws to prevent the splitting of wood. CN'.7 z 41.'0 z:9 eCo mn 0N; M m i Z p 0 p U N m ` e 9 a,ZU 0 ° 01 cw ELL E 0Z cw Cl= Of Ln o ao w CC, m m o a a n o E Z h: 6 1 16 Ate: N.T.S. IG. BY: JK IK. BY: LFS 3 AWING No: u FL- 20461.16 EEr 16 OF 16 C Florida Building Code Online Page 1 of 3 BCIS Home I Log In l User Registration i Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search j f M Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15080-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@WINDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN @ WINDSORDOOR.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 30HN SCATES the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE Wj 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 FL15080 R3 COI Cert of Ind Scates 2017 s.pdf Standard Year DASMA 108 2012 DASMA 115 2012 Method 1 Option D https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online Page 2 of 3 Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Summary of Products FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.odf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.Ddf Impact Resistant: No FL15080 R3 II 99B079-revB s.odf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Reoort ResPan r2 s.Ddf Created by Independent Third Party: Yes 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.pdf Impact Resistant: No FL15080 R3 II 99B080-revC s.Ddf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Reoort ResPan r2 s.Ddf Created by Independent Third Party: Yes 15080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.odf Impact Resistant: No FL15080 R3 II 99B081-revC s.pdf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eva] Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.odf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstalls.pdf Impact Resistant: No FL15080 R3 II 99B082-revC s.pdf Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: + 31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080. 5 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.Ddf Approved for use outside HVHZ: Yes FL15080 R3 II 99A075 LockInstall s.pdf Impact Resistant: No FL15080 R3 II 99B083-revC s.Ddf Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other. + 42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eva] Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080. 6 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.Ddf Impact Resistant: No FL15080 R3 II 99B084-revB s.odf Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: + 42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eva] Report ResPan r2 s.pdf Created by Independent Third Party: Yes 115080. 7 1 RESIDENTIAL PAN DOORS I MODELS 724, 426, 735, 750, 755 1 https:// www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquS73 Fr2ZyiPt... 1 /27/2018 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.odf FL15080 R3 II 99A075 LockInstall s.pdf FL15080 R3 II 99BO95-revA s.odf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.odf FL15080 R3 II 99AO75 LockInstall s.pdf FL15080 R3 II 99B096-revA s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: F®R9 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1 /27/2018 2" GALV. STEEL HORIZONTAL TRACK. 16 GAGE OR 13 CAGE BASED ON THE WEIGHT OF THE DOOR. USE EXTRA 1/4" X 3/4" HEX HEAD SELF 3/4" X 1-1/2" X 13 GAGE MIN. DRILLING SCREW 1/4` X 1/2" LONG CARRIAGE BOLT & NOT GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD SHE ETALSCREWS. JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. DERAIL D 2" GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 180A. (9 X 7), 160A. (8 X 8). OPENING HEIGHT III 83" ( 19 X 8) NOT OVER DOOR HEIGHT) 1 (2 BRACKETS EAC::SIDE) COMMERCIAL (9 X 42" (9 X 7) 1//2 POLYSTYRENE 37" (9 X 8) (3 BRACKETS EACH SIDE) INSULATION STANDARD I COMMERCIAL (9 X 8) FOR MODEL 735 --\ 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL. USE END CAP OVER END STILES ON 9 X B. 21" OR 24" SEE DETAIL C. HIGH PANEL STOP MOULDING NAILED EVERY 12` CALV. AND PREPAINTED STEEL 6—D TYPE NAIL MIN. 25 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750. 755 2 r— LAG SCREW — 5/16" X 1-1/2" SECTION B — B 20 GAGE GALV. STEEL CENTER STILE TOG—L—LOC OR POP RIVETED TO PANEL. 10GA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION AFORSPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" FASTENED WITH (4) 1/4` X 3/4" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P.S.F. TABLE DOOR S1ZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 7'-0" 22.9 28.4 34.4 39,6 9'-0" 8•-0" 19.2 22.2 28.8 33.3 NOTE: 1 4'N20 X 5/8"P HIVEEX BOLTSNERS SHOWN & NUTS OR TO BE 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by Jnhn E. Scates, P.E. Date: 2015.04.14 1919:23-05'00' John E Scales PE DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES FL_PE-51737 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. 972 492-9500 Prof—ionol Engineer's seal DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Provided only for verification vAndlood construction details, OPTIONAL SSS ALTERNAT CONSTRUCTION16GAGEGALV. STEEL TOP BRACKET GLASS LIGHTS A USING (2 STRUTSWITH14GAGEROLLERHOLDER SEE DETAIL D) OPTIONALLONGPANEL EMBOSSES 2" ROLLER WITH 7/16" DIA. STEM, TIRE; NYLON OR 7 BALL STEEL. (9 X 7). 2" ROLLER WITH 7/16" DIA. STEM. B B TIRE: 7 BALL STEEL. (9 X 6). 7' OR 8" OPTIONAL LOCK NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR A OR A LOCK MUST ENGAGE BOTH 3 STRUTS 9 TRACKS ON OORS WITH EXTENSION (SINGLE CAR) CENTER STILES SPRINGS). 3" 20GA (1 COLUMN) SEE DETAIL A) 4"( lXREQ'D AIR ((60 SQ MCH MIN. TOTAL OPEN GALV. STEEL END HINGE COMMERCIAL AREA). OPTIONAL. ATTACHED WITH 5 FASTENERS. 1 25" 14 GAGE. (SEE DETAIL C). GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF - DRILLING SCREWS. 3" 2 PER VERTICAL STILE) THIS STRUT ON HINGE USE ONE EXTRA SELF LEAF. (SEE DETAIL C) DRILLING SCREW THROUGH OTHER STRUTS IN MIDDLE TOP LEAF OF HINGE, OF TOP & BOTTOM SECTIONS . ..— 2 75" I END STILE &RAIL. I DETAIL A 20 GAGE END STILES 3" 200A WIDE STRUT 1-3/8" POLYSTYRENE INSULATION p OPTIONAL FOR MOD. 724, 730 e ° 750, 755, 426. • O O O• a d 13 GAGE GALV. STEEL BOTTOM BRACKET p ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR RAILS BELOW ROLLER. 20 GAGE ENDCAP USED ON L.H. 9 X 8 DOOR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT DETAIL C 9 X 7 DEBRIS REQUIREMENTS IN FBC A 9 X 8 0- 19C,11J O', v GEMaF• No.51737 Q , STATE OF P.O. BOX 8915 W WINDSOR DOOR 72219 LTLE 8915 AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B12/15/11 RLB TOLERANCE DRAG± 1/64` DEC, t ,015 ANG. t 1' 2866 3/10/08 RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. N0. 99-B-079284811/1/07 RLB E.C.N. DATE: APPROV. SCALE NONEI SHT 1 OF 3 13 GAGE STEEL TRACK SPUCE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAG SCREWS 2" GALV. STEEL VERTICAL TRACK 16GA , BOLTED TO N4 TRACK BRACKETS WITH 1/4"-20 X 5/8" RACK BOLTS. OPENINGHEIGHT # 4 NOORT OVER DO HEIGHT) J3 3/4' X 1-1/2" X 13 CAGE MIN. 1/4' X 1/2" LONG GALV. STEEL HORIZONTAL ANGLE. USE EXTRA CARRIAGE BOLT do NUT 1/4' X 3/4' HEX HEAD SELF USE/ 11 DRILLING/ SCREW SHEEt2M E1YAL" CREWS. IALV. STEEL HORIZONTAL K 16 GAGE OR 13 GAGE DrON THHE WEIGHT 63"(16X7) 74" (16 X 8) 42" (16 X 7) 50" (16 X 8) DETAIL D 16 GAGE GALV. STEEL 5 STRUTS — TOP BRACKET WITH 14 3' 20G4 WIDE20GA 16 % GAGE ROLLER HOLDER 3" WIDE 16 X SEE DETAIL D. SEE DETAIL A) STRUT JUST BELOW rFTOPBRACKET. 2" ROLLER WITH f 7/16" DIA STEM. 1 jIRE: ST EL B 16 X 7 7 BALL SHORT STEM fJ 16 X 8 10 BALL LONG STEMOPTIONALLOCK SECTION OVERHINGE OF LEAF. (SEE DETAIL B). GALV. STEEL (14 GAGE) COMMERCIAL END HINGE A ACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1 24- 1" (16 X 7) 1/2" POLYSTYRENE BRACKETS EACH SIDE 1( 16 X 8) INSULATION STRUT ON UPPER PART OF STANDARD FOR SECTION OVER HINGEMODEL 735. LEAF. (SEE DETAIL B). M3 S. 1- 3/8" POLYSTYRENE 21" OR 24" HIGH INSULATION OPTIONAL T- 20 GAGE END STILES - FASTENED WITH I TOC-L-LOCS TO PANEL USE END CAP PANEL GALV. AND FOR MOD. 724, 730, 750, 755, 426. OVER END STILES. ( SEE DETAIL C) PREPAINTED STEEL 25 GAGE ALL STRUT ON BOTTOM BRACKET STOP MOULDING NAILE49- MODELS EXCEPT j/ 6- D TYPE NAIL MIN. 24 CAGE MODEL 750, 755 13 GAGE GALV. STEEL BOTTOM BRACKET 2 ATTACHED WITH 2 LAG SCREW 5/16" X 1-1/2" FASTENERS. BOTTOM SECTION B—B SECTION A -A OROWCAN RBE OVE 20GAGE GALV. STEEL CENTER STILE TOG-L- LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL I OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE FASTENED WITH (4) 1/4" X 3/4' FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" HEX HEAD SHEET METAL SCREWS. LAG SCREWS, PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSRIVE NEGATIVE 16'-0" 7-0" 18.7 20.8 28.1 31.2 16'-0" B'—O" 18.7 20.8 28.1 31.2 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4 20 X 5/8' HEX BOLTS h NUTS OR 1/4 X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES I IX -PE 56su6-I--22D,1 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. FL-PE-51737 972 49Z- 9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Prote..I—I Engineer. coal Wrovided only for verification.. erification ofInd loadcon.trucUon detail.. No. 51737 _ eC % STATE 9F J to 0III 10l t A OPTIONAL SSB GLASS LIGHTS CONSTRUCTION I STRUTS 17' OR 8' B 16' DOUBLE CAR) 4("))AIR(( VENTS N4CHRMIN. TOTAL O PEN OPTIONAL LONG PANELAREA). OPTIONAL. CENTER STILES (5 COLUMNSI EMBOSSES CENTER HINGES ( 3 COLUMNSS) USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END STILE k RAIL TYPICAL FOR EACH 1.25 --+ I:i I— 2. 75" —1 DETAIL A 3" 20CA WIDE STRUT (16 X 7) 3" 18GA WIDE STRUT 16 X 8) 20 GAGE END STILES 20 GAGE END CAP O, " L. H. NOTE: DOOR BE INSTALLED M USTORAELOCKENGAGEBOTHTOR16 X MUST DETAILBTRACKSONDOORSWITHEXTENSIONSPRINGS). NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC 1 6 X 8 r P.O. BOX 8915 LITTLE WMNDSOR DOOR7219891RIC5AR 501) 562- 1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/11 RLB TOLERANCE OEC. t. 01 ANG. t 1' 2866 3/ 10/08 RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. NO. 0-9— B-079 2848 11/1/07 RLB E.C. N.1 DATE: APPROV. SCALE NONE SHT 2 OF 3 13 CAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAB SCREWS 2" GALV. STEEL VERTICAL TRACK 16GABOLTED TO TRACK BRACKETS WITH 1 4'-20 X 5/8" RACK BOL OPENINGHEIGHT NOT OVE 0 OR HEIG kN", z,e DETAIL E - 4 BRACKETS EACH SIDE X 1-1/2" ( 3) 1/4- CARRIAGE BOLTS 3/4• X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE, 1/4- X 3/4' SHEET METAL EXTRA SCREWS 1/4' X 3/4' -0 D HEX HEAD SELF 2' GALV. STEEL HORIZONTAL DRIWNG SCREW TRACK 16 GAGE OR 13 GAGE DETAIL D EASED ON THE WEIGHT OF THE DOOR. 63" (1B X 7) 74,(18X 8) 3' SEE DETAIL 'E' Ti ALADETAIL 42 (18 X 7) 3' iBGA WIDE STRUT 50 18 X 8 1/2' POLYSTYRENE INSULATION 21' (18 X 7) STANDARD FOR 214 18 X 8 MODEL 735. -\ 2D GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 9' 6-0 TYPE NAIL MIN. I SECTION B—B 13 GAGE GALV. STEEL WINDLOAD TRACK BRACKETS. SEE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X LAG SCREWS dI WASHERS. PREPARATION OF JAMBS BY SEE DETAIL 'E'. P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 18'-0" 7'-D"+1a.7 20.8 28.1 31.2 18'-0" 8'-D" 18.7 20.8 28.1 31.2 6 STRUTS - 13 GAGE GALV. STEEL TOP BRACKET 3" 18GA WIDWITH10GAGEROLLERHOLDER. INOTETHATROLLERHOLDER (SEE DETAIL AS CURL IS TURNED DOWN. SEE DETAIL D. 6 STRUT JUST BELOW TOP BRACKET. + 2" HURRICANE ROLLER WITH B 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK STRUT ON UPPER PART OF SECTION (SEE DETAILHINGE GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 6 FASTENERS. SEE DETAIL B 4('X 16" AIR 120 HINGEUPPER OF CTION OSEVER T( VENTSSO. TOOPENHHB). LAFI AREA'MI OPTIONAL SSB GLASS LIGHTS L- A 18'( DOUBLE CAR) STRUT ON LOWER PART OF - USE TWO EXTRA SELF DRILLING GALVANIZED STEEL STRUT ATTACHED 2' WITH 1/4" X 3/4- LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1- 3/8" POLYSTYRENE 21" OR 24' INSULATION OPTIONAL HIGH PANEL FOR MOD. 724, 730, GALV. AND 750, 755, 426. PREPAINTED STEEL 25 GAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. T SECTION A —A 20 GAGE GALV. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4" HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4--20 X 5/8" HEX BOLTS k NUTS OR 1/ 4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS. 21 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES IA-YG Do3ua-r-z m LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. FL-PE-92-9 972573700 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Professlonal Engineer's eaol ided only for verification ndload construction details. No.' 51737 te 4 i. STATE OF ; W 111. 11\\• I SCREWS THROUGH HINGE LEAF, END STILE do RAIL AS SHOWN. TYPICAL EACH END HINGE. CONSTRUCTION STRUTS 7' OR 6' B OPTIONAL LONGPANELEMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES 16 GAGE END CAP O, nrrnu n V CIO - RAILS A Y O NOTE: DOOR MUST BE INSTALLED WITH EITHER ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON OORS WITH EXTENSION SPRINGS). DETAIL B 8' X 7' L. H. NOTE: GLAZD RIISGREQU REQUIREMENTSDOESNOTTIN FBC PACT 8' X 8' MNDSOB DOOR P. O. BOX 8915 72219 8915 AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/ 15/11 RLB TOLERANCE 2866 3/10/08 RLB DEC• t.015 AND. t V NEXT LEVEL DATE: 11 1 07 DWG. NO. 99- B-079 284811/1/07 RLB E. C.N. DATE: APPROV. SCALE NONE PLOT SCALE DRN. BY BH SHT 3 OF 3 3/4" X 1-1/2" X 13GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE. BASED ON THE WEIGHT OF THE DOOR. - 13 GAGE MIN. CALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. - 1/4- X 1/2" LONG CARRIAGE BOLT & NUT USE EXTRA 1/4' X 3/4' HEX HEAD SELF DRILLING/SCREW SHE 2ME1/AL SCREWS. 2' 1BOA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRAgETS WITH t/4-20 X 5/0 TRACK BOLTS. DETAIL D LPENING HEIGHT NOT OVER OR HEIGHT) 42" 2 BRACKETS EACH SIDE 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL STOP MOULDING NAILED EVERY 12' 8-D TYPE NAIL MIN. T2" Z18AGE GALV. STEEL CENTER HINGE 20GAGEGALV.STEEL CENTER STILE ACE GALV. STEEL TRACK BRACKETS, SEE ABOVE SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P C F TARI F DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH I HEIGHT I POSITIVE I NEGATIVE I POSITNE!NEGATIVE 9'-0" 7'-0" 22.9 26.4 34.4 39.6 1 2' POLYSTYRENE I SULATKINSTANDARD FOR MODEL 735 — 21" PANEL GALV. AND PREPAINTED STEEL 25 GA. FOR ALL MODELS EXCEPT 24 GA. MODEL 750, 755. 14GA ROLLER HOLDER SEE DETAIL D. 2" ROLLER WITH 7/I6" DIA. SHORT STEM 71RE: NYLON 14 GAGE GALV. STEEL END HINGES ATTACHED WITH 5) SCREWS TYP. (SEE DETAIL C). 2' THIS STRUT ON HINGE LEAF. SEE DETC). OTHER S F AIL TO IN MIDDLEOFTOPBOTTOM SECTIONS. GALVANIZED STEEL STRUT. ATTACHED WITH 1% 3/4' LONG HEXHFAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 3 STRUTS — 3" 2DGA WID SEEDETAILAESEE DETAIL y X tfi' AIR VENTS- 2T REO'0. B MIN, OPTTIOIO ONAL. OPEN AREA) SINGLE CAR) NOTE: DOOR MUST BE INSTALLED WITH E1HER AN ELECTRIC OPERATOR OR A LDCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). USE ONE EXTRA SELF DRILLING SCREW THROUGH LEAF OF HINGE. END STILES AND RAILS. TYP. PER EACH END HINGE. SRTUF REF. A2 SECTION — POLYSTYRENE IATION OPRONAL FOR MOO. 724, 730, 3. 750, 426 & 755. 13 GAGE GALV. STEEL BOTTOM BRACKET I^2 ATTACHED WITH2FASTENERSBOTTOMSCREW CAN BE ABOVE OR 75' DETAILj BELOWROLLER. 3" 200A WIDE STRUT SECTION A - A NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'- 20 X 5/B" HEX BOLTS & NUTS OR 1/4- X 3/4' LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by6.hn E. SCates, P.E. pi amid ' FA4 Date: 2015. 04.14,141-7:58-05'00' No. M737 Johnr E Scate9 PE 3121 FAIRGATE DR, if : : C' 4 \ STATE OF ,,sty ZZ Carrollton TX 75007 TX -PE M308-F-2203 i /4f/ DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES FL-PE-S 737 ` P,LOR10I Q\ \\ ' LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. 972 49-9500 CvQs Professional Engineer' s coal //// IONA\\\\ DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBIL17Y OF OTHERS. provided only for verification of //(.(.,1 windload consVudan details. RAILS A TERNAT9 CONSTRUCTION USING (2 STRUTS OPTIONAL LONG PANELEMBOSSESOPTIONAL LOCK CENTER STILES & CENTER HINGES (1 COLUMN) 20 GAGE END STILES O0. LH. DETAIL C NOTE: GLAZING DOES NOT SATISFY IMPACT 9 X / DEBRIS REQUIRETIENTSINFBCP.O. BOX B915 up ww MNDSOR DOOR 72219 8915 AR 501) 562- 1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B 12 1511RLB28663/ 1 O/GB RLB 2848 11 1 07 RLB NEXT LEVEL PLOT SCALE DATE: 2/ 27/ 07 DRNB.H DWG, NO. 99-B- 080 2810 13-8-07 1 RLB E.C. N. DATE APPROV. NONE SHEET 1 OF 6 2' GALV. STEEL 1 4' X 1 2' LONG HORIZONTAL TRACK / / 16GA. GALV. STEEL 16 GAGE OR 13 GAGE. CARRWGE BOLT k NUT TOp BRACKET WITH BASED ON THE WEIGHT 115E 14GA. ROLLER HOLDER. OPTIONAL S58 OF THE DOOR. 1/4' X 3/4' SEE DETAILED. GLASS LIGHTSHEM( HEAD SELF --I I-- 1.25' DRILLING SCREW i- --- ALTERNATE STRUTSCONSTRUCTION i USING (2) STRUTS USE (2) 1/4' x 7/4" / OPTIONALF—FA.SMN X 1-1/2" % 13GAGE IN. SHEET AL ScREWS. 3 EMBOSSES STEEL HORIZONTAL ANGLE. 4 STRUTS LONG PANEL 2' ROLLER WITH 7/18" I` 3" 200A WID E MIN. GALV. STEEL DIA. SHORT STEM. (SEE DETAIL A SPLICE OR FUG BRACKET. TIRE: 7 BALL STEEL -E 2.75" —ITOWOODJAMBWITH X 1-1/2" LAG SCREWS. DETAIL AB B 6' DETAIL D 3. 20GA WIDE STRUT 2" GALV. STEEL NOTE: DOOR MUST BE INSTALLED VERTICAL TRACK WITH EITHER AN ELECTRIC OPERATOR OPTIONAL LOCK 16CA, OR A LOCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION OPENING 2' SPRINGS). S. SINGLE CAR) HEIGHT NOTOVERX i6` AIR VENTS CENTER STILES Jc CENTER OOOF2 2) REQD• HINGES (I COLUMN) g ' 6 SQ. IN. MIN. HEIGHT) - 14 CAGE OALV. STEEL OPTIONAL. AREA COMMERCIALEND HINGE ATTACHED 20 GAGE END CAP WITH 5 SCREWS. RAILS SEE DETAIL C. 20 GAGE END STILES 37' 3 BRACKETS EACH SIDE COMMERCIAL 1/2' POLYSTYRENE 0 INSULATION O Oi STANDARDFORMODEL 735 A77ACKED STEEL STRUT. 0 a 5' ATTACHED WITH 1/4' X 3/4' , 20 GAGE END STILES - FASTENED LONG HEX HEAD SELF WITH TOG-L-LOGS 70 PANEL DRILLING SCREWS. USE END CAP OVER END STILES. (2 PER VERTICAL STILE) SEE DETAIL C) 1- 3/B' POLYSTYRENE L. H. DETAIL C STOP MOULDING NAILED EVERY 12" INSULATION OPTIONAL 6- O TYPE NAIL MIN. 24" HIGH FOR MOD. 724, 730. 750, USE ONE EXTRA SELF DRILLING SCREW PANEL GALV. 755, 426. THROUGH TOP LEAF OF HINGE, END AND PR- STILE. CAP AND RAIL LPAINTEDESTEELTYPICALEACHENDHINGE. 2. 25 GA. ALL MODELS EXCEPT 24 GA MODEL 750, 755. 13GA. GALV. STEEL 18 GAGE GALV. STEEL CENTER HINGE SECTION 8 BOTTOM BRACKET RESIDENTIAL, ATTACHED WITH 4 FASTENERS. ATTACHED WITH 2 FASTENERS. 20 GAGE GALV. STEEL CENTER STILE NOTE; GLAZING DOES NOT SATISFY IMPACT \/ ATTACHED WITH TOG-L-LOC OR POP RIVETS SECTION A -A DEBRIS REQUIREMENTS IN FBC 19 n 81 TO PANELS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/5" HEX BOLTS 8 NUTS OR 1/ 4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY P.O. BOX 8915 AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' % 1-1/2" LITTLE ROCK, AR LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. `\fj IIII/I I VnMDS0lt D" 72219-8915 ODOR SIZE SIGNF PRABLE SSUR RESSUVOTIT RAIIVE OWN `` N" ry nz I501% 582-1872 WIDTH HEIGHT +22 9 N 26.4 +34.4 N 39 6 .. @ s / MODELS: Nc :51737 724, 426, 730 735, 750. 755 t t . * PART NAME: Tt WINDLOAD RESIDENTIAL PAN DOOR FwIndlood Soatea PE ' ya` C 12 15 11 RLB IRGATE DR. 'O STATEW2Bn, Tx 75007 j B 2866 3 1 D O8 RLB DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURE563OB-F-2203 / D,c `,;FL R*,CP,.' 51737 j t` O A 2848 11 1 07 RLB NEXT LEVEL DATE:LISTED IN THE TABLEABOVEVIATESTINGTOANSI/DASMA tOB—O5. Profer 92- EnginBe010catan aT '/ r' s soot/SION ;\\` 2$10 3 8-D7 RLB SCALE PLOT SCALE ORN? BOY7 DgGB NO DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS.struction details. REV. E. C.N. DATE APPROV, NONE BH SHEET 2 OF 6 3/4" X 1-1/2" X 13GAGE MIN. GALV. STEEL HDRIZONTAL ANGLE. 2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 1GE MIN. GALV. STEEL TRACK SPLICE AG BRACKET. FASTEN TO WOOD WITH 5/16' X 1-1/2' LAG SCREWS 2" 18 GAGE GALV. STEEL VERTICAL TRACK DETAIL E 63" 00 X e) 54" 410 X 7) 3T(10 X B) 36' (to X 7) L 5' 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER ENO STILES. SEE DETAIL B) STOP MOULDING NAILED EVERY 9' - 8-D TYPE NAIL MIN. 16 CAGE GALV. STEEL STEEL TOP BRACKET 1/4" X 1/2" LONG WRH 14 GAGE LL HOLDER CARRIAGE BOLT k NUT USE EXTRA SEE DETAIL D. 1/4" X 3/4" HEX HEAD SELF DRILLING SCREW USE (21 1/4" X 3/4" SHEEP METAL SCREWS. w STRUT ON UPPER PART OF SECTION BELOW ROLLER. CARRIER 2' ROLLER WITH 7/16" DIA. LONG STEM, TIRE: STEEL 10 BALL DETAIL D 4 STRUT ON UPPER PART OF 2" SECTION ON HINGE LEAF. SEE DETAIL C. GAGE GALV. STEEL END HINGE COMMERCIAL) ATTACHED WITH (5) 0 SCREWS. SEE DETAIL C. DETAIL E 3 BRACKETS EACH SIDE STRUT ON UPPER PART OF7 GALVANSIZ SECTION ON HINGE LEAF. 1/2" POLYSTYRENE EE DEATAIL C. INSUlA710N STEEL STRUT. STANDARD FOR ATTACHED WITH 1/4' % 3/4' MODEL 73S - LONG HEX HFAD SFIF 2" 1 I-- 1.25" 3" 20 CA WIDE I- (SEE DETAIL A) 2.75' --I DETAIL A 1 to' (SINGLE 3" 20GA WIDE STRUT L 4" X 16' AIR VENTS 2 REO'D. NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR 6 SD. IN. MIN. OPAL OPEN AREA) OR A LOCK (MUST ENGAGE BOTH OPTIONAL• TRACKS ON DOORS WITH EXTENSION SPRINGS). USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END STILE do RAIL. TYPIC It 2 PER VERTICAL STILE) STRUT ON UPPER PART OF SECTION ON HINGE LFAF, 4 W 21' OR 24"SEE DEA7AIL C. O HIGH PANEL GAL- 3 8 PoLYSTYRENE INSULATION STEEL PR 5 CAGEDOPTIONAL FOR MOD. 724. 730, STEEL 25 CAGE 750. 755, 426. OMODELSEXCEPT 24 GAGE MODELSTRUT ON BOTTOM BRACKET RAILS750, 755. L.N. tt8 GAGE GA44V. STEEL CENTER HINGEEN I ATTACHED WITH 4 FASTENERS DETAIL C 20 GAGE GAL GALV. STEEL CENTER STILE. ATTACHED 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. WITHGAGEWITHTOG-L-LOC OR POP RIVETS TO PANELS, BOTTOM SCREW CAN BE ABOVE OR 13 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE SECTION A -A BELOW ROLLER. NOTE: GLAZING DOES NOT SATISFY IMPACT REQUIREMENTSSATISFYFORSPACING. FASTEN TO WOOD JAMBS WITH 5/18" X 1-1/2-DEBRIS LAG SCREWS K WASHERS. PREPARATION OF JAMBS BY OTHERS. SEE DETAIL E. SECTION B—B TABLE DOOR SIZE I DESIGN PRESSURE WIDTH I HEIGHT jPOSITrVE I NEGATIVE POSITIVE NEGATIVE 1 D'-0" 7'-0" 27.0 30.5 40.5 45.8 10'- 0" 8'-0" 27.0 30.5 40.5 45.8 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1 4-20 X 5/8' HEX BOLTS & NUTS OR 4' X 3/4" LONG HEX HEAD SHEET METAL SCREWS. don" t Jca1e9 rn 312T FAIRGATE DR. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Ca(rOlHan TX 75007 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DA.SMA 108-05. TX -PE 5g10B-F-2201 FL- PE-5jZ737 972 4 9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. profs6sional Engineer's teal provided only for verification of windload construction details. No. 0737 a: b STATE Of : yjzz 2OGA. END ALTERNATE CONSTRUCTION USING ( 2) STRUTS 7- FOR e' i 8 OPTIONAL LOCK CENTER STILES & HINGES 2 COLUMNS) NOTE: IF OPTIONAL 4 EMBOSSES ARE SUPPLIED, 3 COLUMNS OF CENTER STILES ARE REQUIRED, 20 GAGE END STILES RAIL 10 X 7 10 X 8 P. O. BOX 8915 LITTLE JYMNDSORDOOR722198915 AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 12 15 11 RLB W2 B 2866 3 1D OB RLB 284E 11 1 07 RLB NEXT LEVEL DATE: DWG, NO. 2810 3-B-07 RL8 2/27/07 99-8-080 E. C.N. I DATE APPROV. NONE PLOT SCALE DRNBH Y SHEET 3 OF 6 3/4" X 1-1/2' X 13GAGE MIN. GALV. STEEL HORIZONTAL ANGLE 1 1/4' X 1/2" LONG 2" GALV. STEEL CARRIAGE BOLT & NUT HORIZONUL TRACK USE EXTRA 1B GAGE OR 13 GAGE 1/4" X 3/4' BASED ON THE WEIGHT HEX HEAD SELF OF THE DOOR. (( DRILLINGS SCREW USESHEEt2ME'(AL SCREEWS. a$ 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH DETAIL D1/4"-20 X 5/8" TRACK BOLTS. 16GA. GALV. STEEL OPTIONAL TOP BRACKET WITH GLASS UG 1411A. ROLLER HOLDER SEE DETAIL D. 6 STRUTS 3 18 GP. WIDE SEE DETAIL A) 1/4'X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) STRUT JUST BELOW TOP FIXTURE. e 2' ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL. 14 GAGE GALV. STEEL END SEE DETAIL C HINGE (COMMERCIAL) ATTACHED WITH 5) SCREWS. SEE DETAIL C. USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE CENTER 5 COLI CENTER 3 COLT 4" X 16" AIR VENTS 4 REO'D. 1 0 SO, IN. MIN. OTAL OPEN AREA) OPTIONAL NOT OVER4a 2- STRUT ON UPPER ENO STILE & RAIL. PART OF SECTION DOOR HEIGHT) SEE ON HINGE LEAF. TYPICAL EACH END HINGE. DETAIL E SEE DETAIL C GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 0DETAILr3.V EO 3 BRACKETS EACH SIDE 1/2' POLYSTYRENE STRUT ON UPPER 0 . INSULATION STANDARD PART OF SECTION ON HINGE LEAF. 7-7a' FOR MODEL 735 SEE DETAIL C USE LONG STEM 20 GAGE END STILES - FASTENED 10 BALL ROLLERS. 0 WITH TOG-L-LOGS TO PANEL. USE END CAP OVER END STILES. RAILS SEE DETAIL B) LH. STOP MOULDING NAILED EVERY 9' -_ 21" HIGH PANEL. 6-0 TYPE NAIL MIN. GALV. AND 1-3/8" POLYSTYRENE INSULATION PREPRINTED STEEL 25 GAGE FOR ALL OPTIONAL FOR MOD. 724, 730. 750. 755, a26. DETAIL C MODELS EXCEPT 2' 24 GAGE MODEL STRUT ON BOTTOM BRACKET 20 GAGE GALV STEEL 750, 755. CONSTRUCTION STRUTS LONG PANEL EMBOSSES rol OPI'IDNAL LOCK NOTE: DOOR MUST BE INSTALLED WITH EITHER N ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH O GAGE END CAP TRACKS ON DOORS WITH EXTENSION SPRINGS). r-20 GAGE END STILES Oa 2.75" DETAIL A 3" 1BGA WIDE STRUT 18 GAGE CALV. STEEL CENTER HINGECENTER STILERESIDENTIAL. 1r x13GAGEGALV. STEEL TRACK BRACKETS. SEE ABOVE 13 GAGE GALV. STEEL BOTTOM BRACKET NOTE: GLAZING DOES NOT SATISFY IMPACT Iv / FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- ATTACHED WITH 2 FASTENERSDEBRIS REQUIREMENTS 1N FBC LAG SCREWS & WASHERS. PREPARATION OF JAMBS BY OTHERS. BOTTOM SCREW CAN BE ABOVE OR SEE DETAIL E. SECTION A -A BELOW ROLLER. SECTION B-B .. BOX8915NOTE: ALL NON-OESCRIPTNE FASTENERS SHOWN TO BE. S.F. TABL 1/4"-20 X 5/8' HEX BOLTS & NUTS OR p M LITTLE ROCK, AR SIZE DESIGN PRESSURE TEST PRESSURE 1/4 X 3/4" LONG HEX HEAD SHEET METAL SCREWS. \\\`,11II'l'////Z.. WINDSOR W 72219-6915 HEIGHT POSITNE NEGATNE POSITIVE NEGATNEn-.Tt 7'-0" 22.2 25.0 33.3 37.5 3121 FAIRGATE DR. 75007DOORSSHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESCarrollton,0 F-22LISTEDINTHETABLEABOVEVIATESTINGTOANSIDASMA108-05. TX -PE 56308-F-2203 51737-9972492-9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Professional Engineer's seal provided only for verification windlood construction details. z(501) No.51737 ` gTATEOf ty C N;aA 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B121511RLB RLB 2848 11110 Oi RLB NEXT LEVEL PLOT SCALE DATE: 2/27/07 DRN. BYBH DWG. NO. 99-B-08028103-8-07 RLB REV. E.C.N. DATE APPROV. SCALE NONE SHEET 4 OF 6 r4" X 1-1/2' X 13GAGE MIN. 24' X 1 LONG1// 0, STEEL HORIZONTAL ANGLE. CARRIAGE BOLT &NUT 2' GALV. STEEL USE EXTRA TRACK 1/4" X 16 GAGE OR 13 GAGE HEX HEADD SELFeAHORIZONTALBASEDONTHEWEIGHTDRILLINGSCREW OF THE DOOR. E MIN. GALV. STEEL USE (( )) SPLICE OR FLAG BRACKET. SHEEi2G1ElAL SCR WS. of TO WOOD JAMB WITH X 1-1/2' LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK 16GA. TEE DETAIL E DETAIL D HEIGHTNOTOVER DOOR 63" HEIGHT) 37" DETAIL E 1/2" POLYSTYRENE INSULATIONSTANDARD FOR 3 BRACKETS EACH SIDE MODEL 735 5' 20 GGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL. USE END GP OVER END STILES. SEE DETAIL B) STOP MOULDING NAILED EVERY 9" 6-D TYPE NAIL MIN. 24• HIGH PANEL GALV. AND PREPAINTED STEEL 25 GAGE ALL MODELS EXCEPT 24 CAGE MODEL 18ATTACHED z CAGE GALV. STEEL CENTER HINGE WITH FASTENERS. (RESIDENTIAL) 750, 755. L 16GA. GALV. STEEL TOP BRACKET WITH 14GA. ROLLER HOLDER. SEE DETAIL D. 6 STRUTS STRUT JUST BELOW rno clvn lac LSEEDETAIL OPTIONAL LOCK- 2- ROLLER WITH 7/16" DIA. SEE DETAIL LONG STEM. TIRE STEEL 10 BALL I '- 1.25" HI - CAGE GALV, STEEL ENDHINGEATTACHEDWITH (6) SCREWS. SEE DETAIL C. COMMERCIAL) 3' STRUT ON LOWER PART OF SECTION ABOVE HINGE LEAF. STRUT ON UPPER f 2.75" -- PART OF SECTION DETAIL A ON HINGE LEAF. SEE DETAIL C 3' 1BGA WIDE STRUT OPTIONAL SSB ALTERNATE CONSTRUCTION GLASS UGHTS-,,, _n USING (2) STRUTS E T:rfir11r13rf1r i m l r ill llllrllill l rlll,, r110Ir1 11 Ir`• 1 MI.O7_r—' L ILimaILJ ILL, JIMaIW_:t.l STRUTSTRUT ON LOWER 2• ROLLER WITH 7/18' PART OF SECTION LONG STEM. ABOVE HINGE LEAF. TIRE: STEEL 10 BALL GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 1-3/8" POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730, 750, 755, 426. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. 20WITHGTOGGE GLLLOCV. TORL POPTERRIVETS TO PANELS. Q SECTION A -A 13 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' % 1-1/2" NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 4" 1-20 X 5/8• HEX BOLTS & NUTS OR LAG SCREWS & WASHERS. PREPARATION OF JAMBS BY OTHERS. 1/4 % 3/4' LONG HEX HEAD SHEET METAL SCREWS. SEE DETAIL E. SECTION B-B I I IIII&, P.S.F. TABLE DOORSIZE I S o0III p?? WIDTH HEIGHT POSITIVE I NEGATIVE OSITNERE NEGATNE 16'-0" 8'-0"1 +22.2 —25.0 +33.3 —37.5 z No.51737 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. John E Scales PE q : .STATE OF r .4U Z DETERMINATION DF. SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. 3121 FAIRGATE DR. Carrollton, XPEI 5fi308 750072203 j•p '•, •a4f/\ 1 p'4' .fZOR10P' Q N FL—PE-51737 lONA \ s3111 972 492-9500 x j 111ProfessionalEngineer's seal provided only for verification of wmdload construction details. 16- (DOUBLE CAR) 4" X 16" AIR VENTS OPTIONAL 4)) REO'D. LONG PANEL120SO. IN. MIN. EMBOSSES OTAL OPEN AREA) CENTER STILES (JCOLUMNS OPTIONAL. CENTER HINGES ) COLUMNS 20 GAGE USE TWO EXTRA SELF LNn CTII CC DRILLING SCREWS THROUGH TOP & BOTTOM LEAVES OF HINGE END STILE & RAIL AS SIIOW. n 1- -- DETAIL C NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC RLB 2810 1 3-8-07 1 HLB E. C.N. I DATE JAPPROV C I "-RAIL a al J 16GA. END CAP. nC-TAII R NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). g A P. O. BOX 8915 MNDSOR DOOR 7LITTLE 219R 915 AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B NEXT LEVEL DATE: I DWG. NO. 2/ 27/07 99-8-080 PLOT SCALE DRNB.H Y SHEET 5 OF 6 3/4' X 1-1/2' X 13 GAGE MIN. (3) 1/4" CARRIAGE DOLTS CALV. STEEL HORIZONTAL ANGLE. 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 17 GAGE. OF STHE DOOR.ED ON S WEIGHT 1/4' X 3/4' SHEET METAL EXTRA SCREWS 1X 3/4" y1 8 13 GAGE MIN. GALV. STEEL TRACK SPLICE Hb( HEAD SELF R FLAG WRHDS%18 X lAS1 2`TLAG SCREWS DRILLING SCREW 2' 13 GAGE GALV. STEEL DETAIL D VERTICAL TRACK SEE DETAIL E 74" ( 16 X 8) 63• ( 16 X 7) OPENING 1 HEIGHT NOTOVERHED OR 47• 39' 16 X 8) 35.( 16 X 7) 2X8) 21' ( I6 X 7) DETAIL E 5 BRACKETS EACH SIDE 5• ItiS1//2POLYSTYRENEULATK)N20GAGE END STILES - FASTENED STANDARD FOR WITH 70G- L-LOCS TO PANEL. MODEL 735 2" USE END CAP OVER END STILES. SEE DETAIL B) STOP MOULDING NAILED EVERY 6' 6-D TYPE NAIL MIN. 21' k 24'. HIGH PANEL. GALV. AND PREPRINTED 2' STEEL 25 GAGE ALL MODELS EXCEPT 18 GAGE GALV. STEEL CENTER HINGE 24 GAGE MODEL ATTACHED WITH 4 FASTENERS, RESIDENTIAL) 750, 755. 20 GAGE GALV. STEEL CENTER STILE. ATTACHED WITH TOG- L-LOC OR POP RIVETS 70 PANELS. 13 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING' LAG SCREWSaWASHERSEN . PREPARATION PREPARATION OFHJAMB5"BY OTHERS. SECTION A —A SEE DETAIL E. SECTION B— B NOTE: 1 NON-DESCRIPTIVE30 X5/8' HEX BOLTSNERS SHOWN & NUTS ORTOBE 1/4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. P.S. F. TABLE DOOR SIZE SIGN Rf.5SURE WIDTH HEIGHT I POSITIVE I NEGATIVE POSITIVE NEGATIVE 7'—O"+ 26.0 29.1 39.0 43.7 18'-0" 8'-0"+26.0 29.1 39.0 43.7 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES TXLL-pPE 56368-F-2Y03 LISTED INTHETABLEABOVEVIATESTINGTOANSI/DASMA 108-D5. F972E 517 7 92-9500DETERMINATIONOF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. I Rofecsional Engineer's seal provided only Tor vm icotion dload construction dotalls. 13 GAGE CALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER OPTIONAL SSB NOTE THAT ROLLER HOLDER GLASS LIGHTS CURL 15 TURNED DOWN. SEE DETAIL D STRUT JUST BELOW TOP FIXTURE. B STRUTS 3" 18GA WIDE STRUT ON LOWER PART ECTION ABOVEHINGESEEDETAIL A) LONE FBHURRICANE ROLLER WITH SEE DETAIL C DNA. LONG STEM. IRE STEEL 10 BALL STRUT ON UPPER PART OF SECTION ON HINGE LEAF. SEE DETAIL C. STRUT ON LOWER PART OF SECTION ABOVE HINGE LEAF. 14 GAGE GALV. STEEL END HINGE (COMMERCIAL) ATTACHED WITH (8) SCREWS. SEE DETAIL C. 3" STRUT ON LOWER PART OF SECTION ABOVE HINGE Y DETAIL A STRUT ON UPPER PART OF ON HINGE LEAF. 3` 18GA WIDE STRUT SECTION SEEDETAILC. HURRICANE ROLLERS GALVANIZED STEEL STRUT. (LONG STEM MADE WITH ATTACHED WITH 1/4" X 3/4' HIGH STRENGTH STEEL) LONG HE % HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 1-3/ 8" POLYSTYRENE INSULA71ON OPTIONAL FOR MOD. 724, 730, 750, 755, 426. STRUT ON BOTTOM BRACKET. 18' (DOUBLE CAR) y X 16` AIR VENTS 41 REQ' D. 1 0 SO. IN. MIN. O7AL OPEN AREA) OPTIONAL USE TWO EXTRA SELF DRILLING SCREW THROUGH HINGE, END STILE & RAIL ri lsll? T;_ non _.— DETAIL C GALV. STEEL BOTTOM BRACKET NOTE GLAZING DOES NOT SATISFY IMPACT WITH 2 FASTENERS. DEBRIS REQUIREMENTS IN FBC No.51737 A. STATE OF C I - 112/15/11 1 RLB B 28 66 3/10/OB RIB E.C. N. I DATE U91NGN(ff STRUTS CONSTRUCTION OPTIONALLONG PANELEMBOSSESTale' B OPTIONAL LOCK CENTER SOLES ( 7 COLUMNS) CENTER HINGES ( 3 COLUMNS) 20 GAGE ENO STILES 6 RA L 0e e 130A. END CAP.J NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON ORS WITH EXTENSIDN SPRINGS), 18 X 7 18 X 8 1L MA P.O. BOX 8915 WMNDS DOOR R 722198915 ii_EROCK, AR 501) 562- 1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B NEXT LEVEL DATE: DWG. NO. 2/27/ 07 99—B-080 SCALE PLOT SCALE I DRN. BY NONE BHSHEET6 OF 6 Spii?clalty Structural EnginPerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: Roofing Accessories that are an Integral Part of the Roof System MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 wart. EkWank SEA for BbMonk Su&TdtW Ittltlrrr Q' ,•'' ,1GENSF ••• :'Q No 31242 o * = STATE OF C '•.FZORIOP' rrrlllll4\\\ 77 Digaatly Signed by: tames L Sudner, P.E. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1111 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-0RV-ER_14 Page 2 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 3 of Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 Rl Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization ##8064 Components/Materials by Manufacturer): Ridge Vent: Material Tvpe 1: Thickness: Yield Strength: Corrosion Resistance: MMI-2B" Off Ridge Vent with Detachable Baffle Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 2411 Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 618.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORWER_14 Page 5 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-213 Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 6 of 7 Spcaclalfiy Structural Engine2erinq CBUCK, Inc. Certificate of Authorization #8054 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck Profile Drawings I2_1 /8"I _ 18-1 /4" _ I _ 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle ---- Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Engineering Date: 2 / 26 / 15 EBUCK "" rin Page Report No.. 15-104- 7 MM-2B-ORV-ER_14 7 of SpEaclalty Structural EnglnPerinq CBUCK, Inc. Certificate of Authorization #t8054 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/7 o.c. 1 1/2" 4" o.c. V o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 R. 6 Ft. e rs 5e 8 Ft. Ja a e b 10 Ft. i,- i • - is Typical Fastener(s) v -11 Gauge Ring Shank Roofing Nail F OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Florida Building Code Online Page 1 of 2 BCIS Home , Log In I User Registration Hot Topics I, Submit Surcharge I Stats &Facts Publications FBC Staff aCIS Site Map I Links Search Fto1a Product Approval USER: Public User frc, tqq Ao xoJai Menu > Product or Atroilcation Search > 49 ,bpi s > Application Detail i FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archlved 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 0 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luls Lomas rllomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luls R. Lomas PE-62514 07/30/2023 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received 54A P CDI F.LC01.f Standard ASTM E330 Year 2002 llI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity C)Yes 'C%No t_%N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 1 /27/2018 Florida Building Code Online Page 2 of 2 FL16544 R3 COC FC16544-R3-COMP.pdf Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 01/14/2018 Summary of Products FL # Model, Number or Name Description 16544.1 Alpha Aluminum Solid & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & Aluminum Soffit/ CMU & Wood Wood Limits of Use Installation Instructions Approved for use in HVHZ: No FL16:544 R3 11 08-02198A 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 INSTALLATION INSTRUCTIONS FOR FU6544 R3 AE 512914A.DcIf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes Back Next Contact us':: 2601 Blair Stone Road Tatlahissen IL 32399.Ph2m.L@KAIZ-7824 The State of Florida is an AA/EEO employer. Cogyright. 2007.2013 State of Florida.:: Privn[y. Statement Refund;Slatemens Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click heliL Product Approval r Accepts: Credit Care Safe littps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvvtllgvgqu2w%2bn... 1/27/2018 4 9i32" 7io 1 erI 1 '%32 1/3" t -- -- I A JRE%`SED JaENSIVNS AND 61F E I L GRA. E 1 1 .i i q/32' - -- 7/8 i 3 16" ALUMINUM SOFFIT- SOLID AND VENTED 3105 H28 ALUMINUM .012" THICK VENTED VERSION VENTED AREA: 20,25 IN%LINEAR FOOT DESIGN PRESSURE RATING I IMPACT RATING 54.2PSF NONE WHEN INSTALLED IN 12" OVERHANG DESIGN PRESSURE RATING I IMPACT RATING 38.4PSF NONE WHEN INSTALLED IN 16' OVERHANG DESIGN PRESSURE RATING ( IMPACT RATING 31-IPSF I; NONE WHEN INSTALLED IN 24" OVERHANG h7_E JF CONTENTS 5H ND,I DESCRIPTION I _— _ P M ILES Av-", `.OTES 2 -- 3 I :.ALLATIO HTAILS AND COMPONENTS NOTES: 1. THE PRODUCT SHOlNN HER IN 15 DESIGNED AND MANUFA.TURFO TO COMA ,'f VJ111-': REQUIREMENTS OF THE FLORIDA BUILDING CODE- 2 OQD FRAMING AND, MASONRY OPENING Bc DESIGNED t'dD A-JC iO D TO ' 0iFEP.I_Y TRANSFER AL_ LOADS TO STRUCTURE A.I NG AND thASh J41 OPENING ._; THE RESPONSIBI I'TY OF I ARCHITECT O' ENGINEER OF RECORD ALLOWABLE 5iKSS INCREASE OF 1 /3 WAS NOT , HD IN THIr DESIGN (' DUC'- SHO`NN HEREIN 'WIND DAD DURATIO'4 FAL.TOR Cd-1.6 WAS t `,-D -v.-. AOGD YND,OP CALCULATIONS, A`tE MATERIAL: 0- D ROI ED FCPM! A UM 1 NUM 31 IA28 FOR ANCi KING N 0 v 00 T FRAMNG GR 2x BU K ASE 1 3/4" Tk NI F N- D 5 A NL=SS S=:EEL 'JAI_S WITH 114" HEAD DAMETER, 3/4°RII GROWN OR 3f5 .3f3' REFER -rO [DETAILS A. B, C, AND E FOR MINIGJL1. EMKDMEN` AND SPACING. E, FOR ANCHORING INTO MASONRY/CON RF° US-- .G97" DU dZlER T 1 A- STU9 PA,'s. REFE- R DETAIL t rcR 1,flIN AWN1 EMBEDMENT N. SFA,'NG., 7. ALL FAS FNERS TO BE CORROSION F.ESISTANT. B Al_L .N ANCHOR S SHALL BE PNSTALLED ih, AG_;LR^AN,., WI'! , IC. -CIR rAPdOFA-'-r__°'S FNSTALLAT ON lRJ(JIJN$ AND FNCHORS _NA±_LFICT, P-E I'SDID IN SUBSTRA W".71H STRENGTHS LESS THAN HE. p_. _D a- LI'b'v: S. AIGCD M N MM SPEC,F IC GRAVITY_ OT G=,'^ 42 9" ,CN REIF - tM"IWJV C,v <ES5IF 7 5,192 PSL f, ASONRY - Sf ,NG-I= CCNEORMA`IOE TC ASTM -OO cI{4aE Rl 'YPC SIGNED: 1211112014 ALP7Ao uROwNC, 51R, to /j PREMIE ORLANDO, FL 32809 yr\ v,' vGSF 9f 1 16" ALUMINUM SOFFIT PROFILES AND NOTES 0. 4u NTS,.- rAse OS/45fAi3 OS sect- 980F 3 -. A/,fJfi1 NA' BILL OF MATERIALS I NO.: I PART NUMBERI DESCRIPTION I MANUFACTURER 22 1 SOFFIT ALPHA ALUMINUM INC FCHANNEL IALPHA ALUMINUM INC 2AISE: UILDiw.; HvorH .t"s SEE - LS A. P AND SHEET 3 12" OVERHANG INSTALLATION DETAIL 4" F CHANNEL 3104- H26 ALUMINUM.012"THICK A 1E u1J'iLUiNO SY 01HER5 I SLE { SEE — OCIA; L O'ETAIL E, E A, E AND C SHEET 3 SHEET 3 1E" OVE-.HANG 16" OVERHANG INSTALLATION DETAIL REV _ I DESCRIPTION _ DATE fP,RpVEO A ( REVISED DIM.F_NSIONS AND MATERIAL GRADE! .1/13/14 RJ- FRAME, E ALMN(; RY OTHERS EXTERIOR i, L-- I OpRiNG SEE, t }, STPir S: E U 7 I'.5 DE Ail E A S .AN C S,,EET 3 SEE 0E7AIL 0 SHELL 3 12" MAX 0"C. 4" MtPHANG 24" OVERHANG INSTALLATION DETAIL SIGNED: 1211112014 ALPHA ALUMINUM INC, v` yLL Ikotir/ 1710PREMIERROWORLANDO, FL 32809 6 6' * 16" ALUMINUM SOFFIT INSTAL! ATfQN DETAILS w DRAWN: V. L. 08 02198 V j+i A tE NTSOBf4/13 2 OF 3 I DETAIL A WOOD FRAMING INSTALLATION W'F CHANNEL AND NAILS JR,j S' NAII LOCATFEI' 24" 3 /4"X', /A` LOCATED )AX O.C. IN DIAts()LJD PAT—N WOOD FRAMING INSTALLATION W, F CHANNEL AND STAPLES Fj/,a" VhN Nki- OR STU--; NAI- L02i,TECI 24" LIAX 10,1"' EDGE DISSTANC-- DETAIL C MASONRY,'CONGRErE INSTALLATION W'F CHANNEL AND NAILS 24'OV)FRHAN15 3 -71NEEN STAPLES j, ET3/8' eNEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN tLVl: l I I W EN 1 01 S AN I IT IR E- 1 3/4" TRIM PANTED SS NAP- V/ 1/4" HEAD DIAMETER 1) PER PANEL. F- kiFvFDMEN-, 3/ 4"X1/4" CROWN STAPLE 1) PER PANEL. T3 14" XI14" CROWN STAPLE OR FLE OR 3/6`X,/8` STAPLE LOCAIE ( 1) AT EACH 3RCOVE 1/4" F-51-!A LIP TR;V PAINTED S, 'JAIL L T'P" MIN 1/4" HIEAD DIAMETIER L A OC -ED24" VAX O.C. DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS DRAWN; V. L. 08-02198 I NTS 08/05/1 SIGNED: 1211112014 AGENT d, - AT T TAOFOF 0Ito — A I Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida Pm Product Approval p8.rrc USER: Public User Sa r rm+ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216-R3 Revision 2017 Approved n InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Intertek Testing Services NA, Inc. - QA Entity 09/30/2019 John W. Knezevich, PE C1 Validation Checklist - Hardcopy Received FL15216 R3 COI 2017 01 COI Nieminen.odf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/16/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVHZ: Yes, Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W IM2'rl ached E Credit• Safe seenrltvnttrn tics' https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/ 16/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-113 FL15216-R3 Date of Issuance: 02/17/2012 Revision 3: 10/10/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 e ! The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Entitt Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 5.2 5.3 5.4 M" 5.6 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-113 Certificate of Authorization U9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 RhinoRoof U20 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Qingdao, China QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R3 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL35216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Florida Building Code Online Page 1 of 3 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications ; FBC Staff I BCIS Site Map ( Links ( Search I Florida Y, Product Approval I USER: Public User tltl: Cm ia'f z`n Product Approval Menu > Product or Aoolication Search > Application List > Application Detail MOM FL # FL2197-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mii.com Authorized Signature David Wert dwert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/01/2023 Validated By ICC Evaluation Service, LLC. Certificate of Independence FL2197 R6 COI Certificate of-Indeoendence for Evaluation.odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf .. 2/16/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option C Date Submitted 10/19/2017 Date Validated 10/19/2017 Date Pending FBC Approval Date Approved 10/22/2017 of Products FL # Model, Number or Name 2197.1 M18SHS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 R6 II Installation ESR-1988 October 2017.1)df Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R6 AE ESR-1988 October 2017.Ddf 2197.2 MII 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 II- Installation ESR-1311 October 2017.odf Verified By: ICC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A- Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 R6 AE ESR-1311 October 2017.odf for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 II Installation ESR-1988 October 2017.odf Verified By: ICC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 R6 AE ESR-1988 October 2017.Ddf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use i Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 II Installation ESR-1988 October 2017.1)df Verified By: ICC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental FL2197 R6 AE ESR-1988 October 2017.odf for the Florida Building Code 2197.5 MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 II Installation ESR-1311 October 2017.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 R6 AE ESR-1311 October 2017.1)df for the Florida Building Code. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 7 1 01 Im https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 2/ 16/2018 Excerpt from ICC-ES ESR-1988, Revised October 2017 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's (TPI) Quality Criteria for the Manufacture of Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. Florida Building Code Online Page 1 of 2 t. r. BCIS Home Log In +User Registration ; Hot Topics I Submit Surcharge Stats & Facts Publications E FBC Staff BCIS Site Map I Links Search Florida r 2a«i Product Approval D USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail rt FL # FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. 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 FL14239 R4 COI Indeo.pdf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Eauiv Eouiv.odf Method 1 Option D Year 2000 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 2/ 16/2018 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/09/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R4 II Dwg.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.Ddf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed -under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MeChec.. Credit Safe https://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 2/ 16/2018 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. t CENTER OF GRAVITY T__-, - ASSUMED TO ACT AT THE uJ. GEOMETRIC CENTER OF THE MECHANICAL UNIT. = o - SEE DESIGN MECHANICAL UNIT MUST BE w tCENTER OF I SCHEDULE FOR SQUARE OR RECTANGULAR, x GRAVITY MAXIMUM SURFACE NO IRREGULAR SHAPES. AREA AND DESIGN PRESSURE, TYP. f Qa F w STEEL TIE -DOWN CLIPS. 1,2 SEE DETAIL 1/3 & 2/3 FOR CLIP INFORMATION, 3 TYP. 3" MN(_ TYP. HOST STRUCTURE DESIGNBYOTHERS. SEE DESIGN IT I SCHEDULES FOR I I ALLOWABLE SUBSTRATES ,. 3" MAX tN, t E Jul 3" MAX TYP. MECHANICAL UNIT TYP' 1 TIE -DOWN ISOMETRIC TYPE OF CLIP AND NUMBER OF CLIPS 0" ISOMETRIC PER CORNER WILL VARY PER CONNECTION TYPES Cl-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= Vult=170 MPH, EXPOSURE W 48" TALL X 48" DEEP z 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURE STEP RESULT I DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A Vult=170 MPH, EXPOSURE W. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FT- THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48". 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL. IF AN A/C STAND S UTILIZED CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30"IN HEIGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 411" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 14" 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION THIS UNIT MAV BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. SEE (`) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND FLORIDA T E "O.••• BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCT HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIfil la CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVHZ & ASCE 7 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GCy),m =1.90 WITHIN THE HVHZ & OUTSIDE THE W o _ ZHVHZ, (GC)1111 ipp11=1.5 FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACCk;N'CE WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE w j Ufl DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS UUKQ sLL m PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL Z a y 6 A/ C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. Ln uJ llJ 3 w i5 uxi3 d GENERAL NOTES: o W W O 1. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS # TEL 01970387A, #EEL 01970387E BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 3. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR, 4. FASTENERS TO BE *12 X %" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 5. ALL STEEL CUPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THI5 CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12, FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. 15- 2378 0 f= F- mu y Vl w 1" CLIPS - . - 3" MAX.. TYP. 3" MAX J3+.L EOJ TYR O CONNECTION TYPE Cl c1 1" CLIP -UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT L'1 z win 0 L fw= No F QHU 3 MAXI Jl TYP. r?}/ 1" CLIPS 3" MAX.. TYP. 3" MAX M i 2" CLIPS y 3" MAX TYP. I; N 3" MAX JAG OJTYP.`NS N EE CONNECTION TYPE C3 C3 2" CLIPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 1)-5/16"0 CARBON STEEL ITW BUILDEX TAPCON, CONCRETE: 2Y4" FULL EMBED TO 4" THICK MIN, CONCRETE, 3%4 MIN. 3000 PSI MIN.) EDGE DISTANCE, A." MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: SAE GRADE 5 N,6ALUMS " MIN. SHEET SHEET METAL SCREW TO THICK, ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 1)-#14 SAE GRADES 0. 125" MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 2" CLIPS SUBSTRATE DESCRIPTION ,T '. 1)-5/16"0 CARBON S - ITW SUILDEXTAPCON,„ CONCRETE: 2%" FULL EMBED TO 4" THICK MIN, CONCRETE, 3Y4" MIN. ' 3000 PSI MIN.) EDGE DISTANCE, 3Y," MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: ( 2)-#14 SAE GRADE 5 0.125" MIN. SHEET METAL SCREWS TO THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: (2)-# 14 SAE GRADE 5 0.125" M.N. SHEET METAL SCREWS TO THICK, 33 KSJ STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE Ty lj L O 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT C2 CONNECTION TYPE C2 1" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT i__,, C7kcn., I 7 J Iwo UESN 3" MAX,/! 2" CUPS', 3"MAX '. X S 3" MAX 3" MAX T t YN Y N GN TY 0E5 UNIT WIDTH 6" MAX 6" MAX CUP OFFSET CLIP PAIR SPACING CLIP OFFSET 3" TYP CLIP -CUP SPACING UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT MECHANICAL UNIT PER SEPARATE CERTIFICATION CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL C4 2" CLIPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. I_ OWQ=Q£ 6 yQW SwOo gA9w U Hwy z 3LL, 0 0Wdxw pW w Wr U Z I--4 Q t O m 9 0= W (9 n W Q E Z dk Z Luoaa g ZVz14 = 0- L g m 15- 2378 FOR ANY CLIP LONGER THAN 10" 0.19" UTILIZE (5)-#12 SAE P. GRADE 5 SHEET METAL SCREWS, TYP. 0.068"THICK ASTM A283 STEEL, TYP. 0 0 m n U Z 3)-#12 SAE GRADE 5 a o 0 0 SHEET METAL SCREWS o FOR CLIPS UP TO 5" O LONG. UTILIZE (5)-#12 .. v SHEET METAL SCREWS FOR CLIPS LONGER THAN 5", TYP. I/d"0 HOLE, WITH ANCHOR FROM 1" CLIP ANCHOR 0.75" SCHEDULE, TYP. OTHER DIMENSIONS l a'5" 0.375" SIMILAR) oo 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC D.125" a 0.072" OR n, 0.113" THICK A2ASTM 63 I(/JISTEEL, TYP. m (3)-#12 SAE GRADE 5 SHEET METAL SCREWS F FOR CLIPS 4" LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4", TYP. 3'q"0 HOLES, NOT TO BE USED FOR ANCHORS, TYR 375" o.7s" oa. 0.50" 0.50" FACTORY -MILLED HOLES' qs-o 5: UTILIZE (1) OR (2) ANCHORS X= y0 e FROM 2" CLIP ANCHOR SCHEDULE, TYP. 0.50" 2 2" CLIP ISOMETRIC DETAIL C 3 N.T.S. ISOMETRIC e MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3" = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, T(P, MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0. 125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KS1 MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.072" OR 0.113" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR. EACH SMS, TYP. 1) OR (2)ANCHORS PER ANCHOR 3/8" SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE —DOWN CLIP 4 ANCHOR DETAIL 3 3" = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. FRANK L. PEO0 6 Q' ENS,, Na PE004654 I bN 3 STATE OF W m "x, Iio.K'., FCOHVO?.. ul UjU-/I111110ySI !N 0NA1- \\ W owiF g 6 5 Jawwg.0S zu m } Will oi W_a LL xwllW p W w 15-2378 Mal TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION Cl C2 TYPE C3 C4— MAXIMUM SUAREA UNIT' S NIT'SLARGEST ESTFACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A H 5 300 FT GRADE H 5 200 FT 9 FT2 32" MAX 15" MIN N/A H S 15 FT AT AT GRADE H < 2D0 FT 4 FT' 48" MAX 24" MIN AT GRADE H 5 200 FT H 5 200 FT H 5 200 FT 6 FT2 N/A H S 200 FT H S 30 FT H S 200 FT_ 9 FT2 N/A H 5 40 FT AT GRADE H 5 200 FT_ 12 FT' 16 FT' N/ A AT GRADE N/A H 5 200 FT N/ A AT GRADE N/A H 5 60 FT 20 FT' 60" MAX 48" MIN N/ A AT GRADE N/A H 5 60 FT 25 FT' N/A N/A N/A H 5 15 FT 30 ET' 36 FT2 N/ A N/A N/A AT GRADE N/ A N/A N/A AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI- DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE INSTALLATION ROOF HEIGHT TIE - DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNWSLARGEST FACE UNIT HEIGHT UNIT WIDTH 6 ft2 24 in 12 In N/A 5 140 FT ATGRADE 5 200 FT 9 ft2 32 In 15 In N/A H 5 15 FT AT GRADE 5 200 FT 4 ft' 48" MAX 24" MIN AT GRADE 5 200 FT N/A 5 200 FT 6 ft2 AT GRADE 5 200 FT H 5 40 FT 5 200 FT 9 ft2 N/A 60 FT AT GRADE 5 2fX FT 12 ft2 N/A AT GRADE N/A 5 200 FT 16 ft2 N/A AT GRADE N/A 15 so FT 20ft2 60" MAX 48" MIN N/ A ATGRADE N/A 5100 FT__ 25 ft2 N/A N/A I N/A H 5 30 FT_ 30 ft' N/A N/A N/A AT GRADE 36 k2 N/A N/A N/A _ ATGRADE__ AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE - DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT' S LARGEST FACE_ UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A H 5 40 FT AT GRADE 5 200 FT 9 FT' 32" MAX 15" MIN N/A AT GRADE N/A H H 5 200 FT 4 FT' 48" MAXI 24" MIN AT GRADE H 5 200 FT H 5160 FT H 5 200 FT_ 6 FT' N/A H 5 200 FT AT GRADE H 5 200 FT 9 FT2 N/A I H 5 15 FT AT GRADE H 5 200 FT 12 FT2 16 FT' N/ A AT GRADE N/A H 5 140FT N/ A N/A N/A_ H 5 15 FT 20 FT' 60" MAX 48" MIN N/ A N/A N/A H530 FT 25 FT' N/A N/A N/A AT GRADE 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A N/A THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI- DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE-) 1111 III 0 CENS. 31 No PE0046649 PE004 _ 0 '. STATE OF Opa W I1 NA ss/O11111110, UFQ a Zb vmZ% C wW// 0 w _ l7 Nadzw Ow YeI W ALLOWABLE INSTALLATION ROOF HEIGHT TIE - DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT' S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 ft2 24 in 12 In N/A 60 FT AT GRADE 5.200 FT 9 k2 32 in 15 in N/A AT GRADE N/A 5 200 FT 4ft' 48" MAX 24" MIN ATGRADE 5200 FT 5200 FT 5200 FT 6 ft2 N/A 5 200 FT H < 15 FT 5 200 FT 9 ft2 N/A H 515 FT AT GRADE 5 200 FT 12 ft2 N/A ATGRADE N/A 5 200 FT 16 112 N/A N/A N/A H 5 40 FT 20 k2 60" MAX 48" MIN N/ A AT GRADE N/A H 5 40 FT _ 25 ft2 N/A N/A N/A ATGRADE _ 30 ft2 N/A N/A N/A i AT 36 ft2 N/A N/A N/A_ AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 15- 2378 NK L. BENNARDO, P.E. 49 u r. PE C 4e d T' TABLE 5 : Vult=140 MPH, EXPOSURE B TABLE G : Vult=140 MPH, EXPOSURE C -0^`. SLAT C.O. ILLY $O d )FOR USE WITH A RISK CATEGORY II STRUCTURE) )FOR USE WITH A RISK CATEGORY II STRUCTURE) C LWL 1"/ON 111 ua7 Zk ' F, o WN tw wW g,W WZ F x tAw^WwOW Op 3 F U Z 4 LL J u a Q^ o glomo ozG Q m E o Z 10 t 2 13 " E o 9 LLJ Z G o w TABLE 7 : Vult=140 MPH, EXPOSURE D 8 ) FOR USE WITH A RISK CATEGORY II STRUCTURE) LL 6 gE66as , 3, NPYRRJIR FrPJ4cL BEY1N100 PE 15- 2378 Q fC LI: N.T.S. 3 PAGE DESCAD 0141: E AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION / FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. wl CoFALLOWABLE INSTALLATION ROOF HEIGHT TIE - DOWN CONFIGURATION TYPE Cl C2 C3 C4 r MAXIMUM SURFACE AREA OF UNIT' S LARGEST FACE Mn UNIT HEIGHT UNIT WIDTH 6 ft' 12 in H 515 FT 200 FT 5 200 F7 5 200 FT 9 ft' 32 In 15 in AT GRADE s 200 FT FT 5 2D0 FT 4 k' 48" MAX 24"MIN s 200 FT__ I s 200 FT 60 5 200 FT 5 200 FT 6 k' H <_ 40 FT 5 200 FT 5 200 FT 5 200 FT 9 k' AT GRADE 200 FT 120 FT 5 200 FT 12 ft AT GRADE I 5 200 FT r H < 40 FT 200 FT 16 ft' N/A -- 5 80 FT H 5 16 FT 200 FT 20 ft 25 ft' 60" MAX I N/ A 48" MIN I5100 FT H 5 15 FT 5 200 FT N/A H 5 40 FT AT GRADE 5 200 FT 30ft N/ A H<15 FT AT GRADE 5200 FT 36 ft' N/A AT GRADE AT GRADE 5 120 FT ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C1 C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 ft' 9 ft' 4 ft' 6 ft' 24 in 32 in I 48" MAX 12 in 15 in 24" MIN AT GRADE N/A s 80 FT 5 200 FT 5 180 FT s 200 FT 5,80 FT H 5 15 FT s 200 FT 5 200 FT 5 200 FT S 200 FT " AT GRADE s Z00 FT 5 200 FT 5 200 FT 9 k' AT GRADE 200 FT H <_ 40 FT 200 FT 12 h' N/A 100 FT AT GRADE 5 200 FT 16 ft' I N/A H <_ 15 FT AT GRADE 200 FT 20 ft 60" MAX N/A 48" MIN L N/ A H 5 30 FT AT GRADE 200 FT 25 h AT GRADE AT GRADE S 200 FT 30 ft' N/A GRADE ' N/A 5 80 FT 36ft ___ N/ A AT AT GRADE N/A_ H530 FT ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNIT'S LARGEST HEIGHT WIDTH FACE I 6 ft' 24 in 12 In N/A s 200 FT H s 30 FT s 200 FT I 9 k' 32 in 15 in N/A s 100 FT AT GRADE s 200 FT 4 ft' 48" MAX 24" MIN H 5 40 FT 2D0 FT 5 200 FT 52 00 FT 6 k' AT GRADE s 200 FT 200 FT 5 200 FT 9 ft' N/A 5 200 FT H 5 15 FT 5 200 FT 12 k' N/A H 5 40 FT AT GRADE 200 FT 16 ft' N/A AT GRADE N/A 5 200 FT 20 ft' MAX 48" MIN N/A AT GRADE AT GRADE 200 FT I 25 ft' fi0" N/A AT GRADE N/A 5 120 FT I 30 ft N/A N/A N/A H 5 40 FT 36 ft' N/A N/A N/A AT GRADE Fonda q wProduct Approval aopr USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1774-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Commercial Concrete Products,Inc. Address/ Phone/Email 2705 Sammonds Road Plant City, FL 33563-4556 813) 659-3707 precastgator@yahoo. com. Authorized Signature Robert Gillis terrygillis@commercialconcreteproducts. com Technical Representative R. Terry Gillis Address/ Phone/Email 2705 Sammonds Road Plant City, FL 335674556 terrygillis@commercialconcreteproducts. coom Quality Assurance Representative R. Terry Gillis Address/ Phone/Email 2705 Sammonds Road Plant City, FL 335634556 terrygillis@commercialconcreteproducts. com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed THUY H. HUYNH the Evaluation Report Florida License PE-60122 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/25/2024 Validated By John Hoy Validation Checklist - Hardcopy Received Certificate of Independence FL1774 R5 COI 370940 Engineering Evaluation Report 101317.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1901. 2 2107 R402. 2 R606 https:// www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL 8... 1 /26/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 10/13/2017 10/14/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 1774.1 Quality Precast or Commercial Precast and Prestressed Concrete Lintels Concrete Products Limits of Use Installation Instructions Approved for use in HVHZ: No FL1774 R5 II 370940 Installation Instructions 101317.Ddf Verified By: Thuy H. Huynh PE60122ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1774 R5 AE 370940 Enoineerino Evaluation Report 101317.odf FL1774 R5 AE 370940 Load Tables 101317.1)df FL1774 R5 AE 370940 Quality Control Manual 101317.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement is Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 1 /26/2018 QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 wuvw.qual recastcom 800) 2-1 30 Pro -Crete Materials COrporatlon / DletrlbLdom for Commercial Concrete Products, Ina! QUallty Precast CO. FL 23M2 quality Precast CO. FL 1774- Rb CsENERAL NOTES: u CODE6 U FLORIDA BUILDING CODE 6th EDITION, 2en RESIDENTIAL SECTIONS RA022 4 R606, L2 FLORIDA BUILDING GORE,"EDITION, 20n BUILDING, BECr oa t3012 4 2W7. L3 BUILDM CODE REMIREMENTS FOR RRINF=0 CONCRETE (ACT 318-1411 1A WILDING CODE REQUtREMF1tT8 AND SPECIFICATION FOR MA50NR r STRUCTURES (ACI 530-13 1 ACI 530J-13) Ig AMERICAN SOCMT r OF CIVIL E MMRS MNIM r DE Wq LOADS FOR BUILDINGS AND OTHER STRICTURES (ASM 1.10). 2) CONCRETE: 2J CQJCRETE COMPRESSIVE STRFNdTW AT 28 DAYS:, 2JJ PW-CAST USTANDARD REWRCi 1ENT-4000 PBI Mal 212 PM -CAST UYPREBTRESS REINFORCEMENT-60M PSI 213 GROUT PER A81M C416 - MW PSI UU MAX, 3/8' AGGREGATE, e' TO ii' &J". 22 REINFORCING SARSr 221 STEEL. PLACED N PRECAST LINTEL AT TAME OF FABRICATION AST" A615 (GRADE 60J 222 STEEL. IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A67M A61B (GRADE 401 23 . PRESTRESS STRANDS ASM A4161-WIRE, STRESS RELIEVED 210 KS( 2A DETAIL RERfORCEMENT N ACCORDANCE UAT14 ACI 3& 23 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2A 043 DARE PER ASTM A496 3) MASONRY( 3J CONCRETE MASON tlRr LNITS (Ct'1J) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT OATH MN" NET AREA COMPRESSIVE ST1R96TH 200erel, 32 MORTAR SHALL CONFORM TO ASTM C-210 TYPE TT OR'$' 33 RILL MORTAR JOINTS ARE REQUIRED 3.4 MNIMJM ACGRIGATE 26-DAY COMPFaSIYE STREJGTII OF CIt MID MORTAR SHALL NOT 0E LESS THAN FM 2000 PSI. MASONRY STRENGTH SHALL 0E ESTABLISHED IST THE 'WIT STRENGTH METHOD' OR ALTEWATIVELY, IBY THE 'PRISM TEST METHOD' WHERE USM REQUIREMENTS HAVE NOT SEEN MET. 4)STRUCTURALj 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A OEARWa OF 8' (UITH A MNIMOM ACCEPTABLE BEARa1G OF 4' PER FLORIDA ISUILDIG CODE 6TH EDITION, 20M RESIDENTIAL, SECTION R606b3 OR FLORIDA OUILDNG CODE 6TH EDITION 2011 OUILDW.% SECTION 2" 42 SAFE LOAD VALJES OASED ON RATIONAL DESIGN ANALYSIS PER AV 310 AND AC1530 43 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TADLES MY CAI 01 ATHG MAX7'IAM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAT FFZM THE FACE OF THE SUPPORT. 4A FOR LNTEL LENGTH AT W-W OR GREATER, VERTICAL. CELL FILLED SOUP OATH GROUT A41) MINI"IAM ONE (1) 5 VERTICAL RESAR IS REQUIRED AT EACH END OF THE LINTEL. 49 LINTEL$ THAT APE GREATER THAN W-0' CLEAR SPAN MUST BE PROVIDED TRIPORARY SUPPORT. NOT BE REMOVED WrIL 2 DAYS AFTER GROUT PLACEMENT. P.O. BOX340D Apalo Beach, RWAda 33672Phone: 8T3A43A166 Fax:813.645,9698 CA 5 DANKaamm 3000 PSI GROUT PLACED IN FELD) TOP LEG BARS: SEE SCHEDULE) PIER CONTINUOUS R'D. STRUCTURAL PLAN 7/3T STIRRUPS AT 4'-0" cc TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1.7/37'STIRRUPS FOR COMMERCIAL CONCRETE LINTELS ONLY 2. MIN. BEARING REQUIRED AT EA. END - 4" S. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE GENERAL NOTES & DETAILS 8" LINTEL 300D PSI GROUT TOP LEG BARS: PLACED IN FIELD) 7 SEE SCHEDULE) 1) #5 CONTINUOUS C REQ'D PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc TIED OR WELDED) 2) STRANDS 7116" 0 - 7 WIRE STRESS RELIEVED 270ksl PRESTRESSED CABLE NOTES: 1.7/32" STIRRUPS FOR COMMERCIAL CONCRETE UNTES ONLY 2. MIN. BEARING REQUIRED AT EA. END - S' 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRESTRESS CONCRETE JOB NO.: 371 M 1 &AM UR A. GRMSERG. PP. 434245 954UY H. HUYNH, P.E. #60122 TYPE DESIGNATION P-FLAWLINTEL1 GUAM"OFA68ARAT 8-SOLID LINTEL LONERLMEICAV" Pxl B-P-9L / l U] NOMINAL WIDTH J ` Gum, OF dk NOMINAL MEOW, r,-e;-•9Q'Sggs_ ATUPPERLIHTE a 60122i} 6 0 • STATE OF SNr.N0. SKI Of r QUALITY PRECAST COMPA STRONG' ON SERVICE P.O. Box 11- Brandon, Fiorlda.&A609.4411 www.qual castown 800) 752-1730 Pro -Crate Matedais Corporation / —=DWrlbutore for. F — QuaiNy Precest Co. FL 23M FL 1774 - GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN I TYPE TOP BAR, BOTTOM BARS(0j#5L GRAVITYi UPLIFT 0)98L (1 iU 1)#51 {1}#14 105 1 tdL (1)#5U 1)#diL (2)#S A B DET. E DET. F DET. E& F DET. G 2' -10" 1' - 6" Precast 2-#2 242 #2 NONE 2615 10000 10000 10DOO 3' - 6" 2' - 2" Precast 242 #2 2 - #2 NONE 1609 6039 6093 10000 4'- Cr 2' - 8" Precast 2 42 2 -#2 NONE 1186 4382 4416 1 OODO 4'- 6" 7-2" Precast 2 - #2 242 #2 NONE 907 3408 3463 1ODOO 4'- 8" V - 4" Precast 2) D4.5 were 2 - #3 NONE 4683 5137 5717 5717 V - 4" 4'- D" Precast 2 -#2 2 - #3 NONE 2135, 2589 2547 2547 V -10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1765 2207 2198 2198 V - 6" 6-2" Precast 2 - #2 2-#4 NONE 2024 2024 1778 1824 7'. - 6" 6' - 2" Precast 2 42 2 - #4 NONE 1624 1624 1316 1483 7' - 8" W - 4" Precast 2) D4.5 wire 2-#4 NONE 1921 1921 2035 2035 V - 0" 6'- 8" Precast 2) D4.5 Me 2 - #4 NONE 1792 1792 1862 1897 0" Precast 2) D4.5 wre 2 - #4 NONE 1679 1679 1699 1776 2" Precast 242 #2 2-#4 NONE 1352 1352 1014 1249 Q Precast 242 #2 2 - #4 NONE 1110 1114 35 1103M0"I 2" Precast 2 - #2 2-#4 NONE ON 949 654 949 0" Precast 2 - #3 245 #5 NONE 903 903 787 878 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12' - 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 937 937 686 978 IT -4" 12' - O" Precast 243 #3 2 -#5 NONE 729 729 563 720 14' - D" 12' - 8" Precast 2 -#4 2 - #5 NONE 685 685 510 1 680 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. 1008 494 635 IS - 4" 14' - 0" Prestressed 2 - #3 2 46 NONE N.R. 916 453 603 1T - 4" 16' - D" Prestressed 2 - #3 2 - #5 NONE N.R. 702 356 524 IV - 4" IV-0" Prestressed 2 - #4 2 - #5 NONE N.R. 563 340 438 2V - Cr 18' - 8" Prestressed 2 - #3 2 -#5 NONE 607 1 607 1 317 601 21' - 4" 20' - 0" Prestressed 2 -#4 2 - #5 NONE N.R. 443 277 392 22' - 0" 2V - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 414. 26D 380 24' - 0" 22' - 8" Prestressed 2 - #4 2 -#5 NONE N.R. 339 1 217 1 2A P.O. BOX 340D Flcddo33572 GRAVITY & UPLIFT SAFE LOADSAodda335?2 Phone: FFox8813-6459698 815(12" LINTEL wMwnmm. n&*aft,wm . CA 25949 glpv aerara014mmgk=maiora SAMUELA.GREEMI RG, P.E. i344d cuWamawxrco"+ m®nucr"a"e JpBNO--= 3TT068 L aana.nnrmis:x.vn oonona K.HUYt&i, P,E,*60122 uuunnmmeorpon.mv. SK3 of QUALITY PRECAST COMPANYEis •STRONG• ON SERVICE P.O. Box 11 - Brandon, Florida 33509.0011 www.qua recast oom 800) 52-1730 I DIstdbutors GO. 1rr4- GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0)fbl (1}#6U 1)#8L (1#bU 0)95L (1.u I)#6L (1 1j#fiL (2 U A B DET. H DET. J DET. H& J DET. K Z -10" T - 8" Precast 2-#2 2 - #2 NONE 4896" 8467" 4896' 48W T - 6" . 2' - 2" Precast 2 -#2 2 - #2 NONE 3114 8164 4439 8164" 4'- V' _ 21 - V' Precast 2-#2 2 - #2 NONE 2305 8020 3322 8987 4' - 6" T -2" Precast 2 - #2 2 - #2 NONE 1 T70 5743 2582 6353 4'- 8" 3' - 4" Precast 2) D4.5 Wire 2 - 93 NONE 6614 10000 9053 10000 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806. 4275 5' -10" 4'- V` Precast 2 - #2 2-0 NONE 2863 1 3693 1499 3577 V- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 7' - 6" V- 2" Precast 2 = 42 2 -#4 NONE 2498 2498 900 2322 T - 8" V - 4" Precast 2) D4.5 Mrs 2.-#4 NONE 3071 3071 2916 3049 V- 0" 6'- 8" Precast 2),D4.5 Wft 2 - #4 NONE 2831 2831 2651 2811 4" T - 0" Precast 2} DU Woo 2 - #4 NONE 2625 2626 2421 2807 V - 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 1946 ' 1934 703 1922 9' - 4" 8' - 0" Precast 2 -#2 2 - 04 NONE 1593 1674 588 1628 10' - 6' 9' - 2" Precast 2 42 2 - #4 NONE 1329 1407 468 1285 1 V- 4" 10' - 0" Precast 2 - #3 1 2 - #6 NONE 1312 1312 408 1104 12' - Cr 10' - 8" Precast 2 -#3 2 - #5 NONE 1210 1210 386 986 12' - 6" 1 T - 2" Precast 2 -#3 2 - #5 NONE 1354 1354 981 1354 1 T - 4" 12' - 0" Precast 2 -#3 2 - #5 NONE 1045 1045 303 802 14' - Cr 17 - 8" Precast 2 - #4 2 - #5 NONE 978 978 278 730 14' - 8" I T - 4" Prestressed 1 2 -#3 2 45 NONE 978 1418 422 830 15' - 4" 14' - 0" Prestressed 243 #3 2 - #5 NONE N.R. 1290 387 760 1 T - 4" IV- Cr Prestressed 2 - #3 2 - #5 NONE N.R. 952 326 841 19' - 4" 18' - 0" Prestressed 2 -#4 2 45 NONE N.R. 761 268 523 20' - 0" IV - 8" Prestressed 2 -#3 2 - #5 NONE 961 1 961 446 872 21' - 4" 20' - Cr Prestressed 2 - #4 2 - #5 NONE N.R. 678 219 431 22' - Cr 20' - 8" Prestressed 1 2 - #4 2 - #5 NONE N. R. 834 228 445 24' - 0" 22' - 8" Prestressed 1 2 - #4 2 - #:i NONE N.R. 522 174 341 MIUNluy AE r a _ ryR - wor Racotmexm UN EL Nor$ DEEP BEAM CRITERA WM#1: (1 ) #4 ROL REDU1R® FOR DEEP B54td ONLY f e s P.O. BOX 34M a • w R°"°°°' GRAVITY & UPLIFT SAFE LOADSFlodd° 33572 Phone: 813.64&0166 a I(r 813;d45.9698 $ nxl 6" LINTEL . rS1.., r f ,+-- 40 Rsu. 0 r 44 stytt /OBNo: 371068 m wp eeaotu t c 9rrxa SK4 of23w8lCom. Q' QUALITY PRECAST COMPANY STRONG' ON SERVICE 4J P.O. Box 11 - Brandon, FlcAda 33509-Ml 1 www.qual52-cast,com 800) 1730 - J Precast Co. FL FL Inc.t GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0)#5L (1)#5U 1)#5L (I)NU 0)Ii6L (1)#SU 1)#SL (1)#5U 1)ML (2)#SU A 8 DET. L DET. M DET. L& M DET. N 2'- 19' 1'- 6" 1 Precast 2 -#2 2 42 NONE 6570* 6333* 6570* 6570* Y - 6' 2' - 2" Precast 2 - #2 2 - #2 NONE 4217* 63W 4872* 4872* 4' - Cr 2'- 8" Precast 2 - #2 2 42 NONE 3125 7192* 4373 7192* 4'. 6" T -2" Precast 2 42 2 - #2 NONE 2400 8507 3397 9B58 4'- 8" T - 4" Precast 2) D4.5 wre 2 - #3 NONE 8548 10000 10000 10000 V - 4" 4' - 0* Precast 2 - #2 243 #3 NONE 3077 7198 2374 6859 5' - I (Y 4' - 6" Precast 2 42 2 - #3 NONE 2529 5877 1971 5653 6' - 6" 5' - 2" Precast 242 #2 2 - #4 NONE 4504 4598 1578 4421 7' = 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 T- 8" 6'- 4" Precast 2) 04.5 Wh 2 - #4 NONE 4466 4456 3785 4427 8' - 0" V - 8" Precast 2) D4.5 vY1re 2 - #4 NONE 4047: 4047 3443 4021 8' - 4" 7' - 0"- Precast 2) D4.9 Wre 2 - #4 - NONE 3706 3706 3144 3683 8'- 6' T- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 V - 4" 8' - 0" Precast 2 42 2-#4 NONE 2204 2298 767 2161 17 - 8" 9' - 2° Precast 2 422 2-#4 NONE 1767 1897 612 1696 11' - 4" 10' - 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1466 12' - 0" 19 - 8" Precast 2 - #3 2 - 06 NONE 1596 1596 476 1300 12' - 6" 11' - 2" Precast 2 - #3 2 -#5 NONE 1 1775 1775 1279 1775 IT - 4" 12' - 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14' - 0" 12' - B" Precast 2 44 2 - #5 NONE 1272 1272 360 961 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 9" 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #8 NONE N.R. 1724 464 915 IT - 4" IS'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1330 365 720 17 - 4" 18' - 0° I Prestressed 2 - #4 2 45 NONE N.R. 1054 348 686 29 - 0" I F - 8" Prestressed 243 #3 2-#5 NONE 1008 1008 573 104E 21' - 4" 2V - 0" Prestressed 2-#4 2 - #5 NONE N.R. 853 308 605 22' - T 20' - 8" Prestressed 2 - #4 2 -#5 NONE N.R. 798 290 573 24' - 0" 22' - 8" Prestressed 2 - #4 2 45 NONE N.R. 659 245 1 483 Imi-, N' 1 110, uu s P.O. BOX34M E. Apolo BeocK Roedo 33572 Pham: 813643.0166 Q( L5' Fie B1 &"&969B D>° GRAVITY & UPLIFT SAFE LOADS 8"xw, LINTEL JOB wo.: 371068 O SAwir:L A. GRmNaERG, PE. #wAs IUY H. HUYRt P.E. 860122 N.R. - NOT RSDOWSCM UNTE L NEEM DEEP BEAM CRMRA NOTEft (1) #4 MR REWIRED FOR DES BEAM ONLY f f y No. 60,122 f STATE OF F OR - - N, ,BAN 02201 p4F" {} f "" of j QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 3350MOI I www.quai precastoom 800) 52-1730 Pro -Crete Materfele Corporation ! Qlstrlbutora for. Commercial Concrete Produdia, lncJ Quality Precast Co. FL 239M QUBtity Precast CO. FL1774—R5 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP 8AR BOTTOM BARS GRAVITY UPLIFT 0 bt. (1}A6U 1}IlbL (1/5U 4 t105U(1 5L 15L (1)95U 2j#5U A 8 DET. S DET. T DET. S& T DET.-U 2' -10" 1' - 6" Precast 2-#2 2-#2 NONE 9916' 10000* 9916* 9916' 3' - 6" 2' - 2" Precast 242 #2 2 - #2 NONE 6426* 9031* 7518* 7518* 4' - Q" 2'- 8' Precast 2 42. 2 - #2 NONE 4765* 7627" 6366' 6366' 4'- 6" T -2" Precast 2 - #2 2 - #2 NONE 3W 8541* 5031* 5031* 4'- 8" 3' - 4" Precast 2) 134.5 Me 2 - #3 NONE 7220* 7220* 7220* 7220* 5' -,V 4'.- 0" Precast 2 - #2 2 - 03' NONE 4620 5780• 3513 5780* 5' -10" 4' - V1 Precast 2 - 02 2-0 NONE 3800 SW 2915 5688 6'- 6" 5' - 2" Precast. 2 - #2 2 - #4 NONE 7376 10000 2332 4638 T - 6" 6'- 2" Precast 2 42 2 -#4 NONE 5433 7067 1743 3376 T - 8" V - 4" Precast 2) 04.5 Me 2 - #4 NONE 7086 9405 5529 9872 8' - 0" 6' - V, Precast 2) D4.5 Wire 244 #4 NONE 6448 8101 5030 8467 8' - 4" T - 0' Precast 2) D4.5 Me 1 2 - #4 NONE 5892 7113 4594 7410. 8'- 6' T- 2" Precast 2 - #2 2 - #4 NONE 4159 6073 1357 2615 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 19 = 6" 9' - 2' Precast 2 - #2 1 2 - #4 NONEE2796 5 3222 99 1710 11' - 4" 1 V - (1" Precast 2 - #3 2 -#5 NONE8 2868 777 1470 12' - 0" 1Q' - 8" Precast 2 - #3 2 -#5 NONE6 2586 696 1314 12' - 6" 11' - 2" Precast 2 -#3 2 - #5 NONE 2796 1875 2857 13' - 4" 12' - (r Precast 2 - #3 2 - #5 NONE7 2796 575 1071 14' - 0" 12' - 8" Precast 2 - #4 2 - #5 NONE 1988 1 1950 526 975 14' - 8" 13' - 4" Prestressed 2 -#3 245 #5 NONE N.R. 2871 748 1474 IF-4" Iressed Prestressed 2 - #3 2 - #5 NONE K R 2616 684 1353 17' - 4" Prestressed 2 - #3 245 #5 NONE N.R 2023 587 1161 17 - 4"IV-0" Prestressed 244 #4 2-#5 NONE N.R. 1607 513 1015 20' - 0'Prestressed 2 - #3 2 - #5 NONE 1538 1536 830 1511 21' - 4"Prestressed 2 - #4 245 #5 NONE N.R 1168 464 896 22' - 0" Prestreseed 2 - #4 2 -#5 NONE N.R. 1222 428" 847 24' - Cr Prestressed 1 2- #4 2 - #5 NONE N.R. 1 1014 360 714 MR - NOT R +ADM LKrEL MEETS DEEP BERM CRtTERA Nm m NOM01: (1) #4 MR FGZAFED FOR DES B54M ONLY P.O. BOX 34M Apa° HOW. .335Wn Phone: GRAVITY & UPLIFT SAFE LOADS pp yy ee FF= 3."&9698 Q (28" LINTEL CA ZW40 esit"ate nurogl uo amw ucneaw SAMUEL A GREENBERG. P.E. #W45 mrartamna°„° c JOB NO.: 371068 rte""e1°O"wcm'CA7"a H. HUYNFI, P.E Y60122uwva+o uear+y®. ssl- G E N V f + b Fi 4 jjp E ° n r G , STATEE OF • ram, t018 j— QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33500-Wi t www.qualltyprecast.com 800) 7752-1730 Meterlala.Corporallon / Distrlturtors for sCast Co. FL 23932 Commercial Concrete Products, Ir Quality Precast Co. FL 1774- Rb GRAVITY & UPLIFTT-SAFE LOADS (PLF) 8" x.32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0}#6L (1}#6U 1 16L (1}#U 0)#8L (1)#5 1)#6L (1)#5U 1}#bL (2}#6U A- B DET. V DET. W" DET. V& W DET. Y 2' -10" 1' - 6" Precast 2 -42 242 #2 NONE 10000* 1DOOD* 10000* 10D00* 3' - 6" 2'- 2" 1 Precast 2 - #2 2 - #2 NONE 7531* 10000* 8792* 8700* 4' - 0" 2' - 8" . Precast 2 - #2 242 #2 NONE 5587- 8751 * 7490* 7190* 4' - 6' T -2" Precast 2 -#2 2 - #2 NONE 43W 7565* 5849* 5849* 4' - S" 3' - 4" Precast 2) D4.5 444e 2 - #3 NONE 8194* 8194* 8194* 8194* 5' - 4" 4'- 0" ` Precast 2 42 243 #3 NONE 5392* 6259" 4084* 408C 5' -10" 4'- 6" Precast 2 - #Y,2 2 - #3 NONE 4435 5776* 3387 5778* 6'- 6" 5' - 2" Precast 2 - #2 2 -#4 NONE 5719 10000 2709 5283 T - 6" W - 2": Precast 2 - #2 2 - #4 NONE 4203 W87 20M 3931 T - 8" 8.' - 4" Precast 2)134.5 tllnre 2 - #4 NONE 5473 9564 6402 10000 8'- 0" V : 8" - Precast 2) D4.5 UUta 2 - #4 NONE 4978 9706 5824 1 D000 8' - 4" Precast , 2) D4.5 thus 2 -#4 NONE 4546 7957 5320 10D06 8'- 8" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3D44 9' - 4" Precast 2 - #2 2 - #4 NONE 2821 5257 1310 2519 10' - 6" KT Precast 2 - 02 2 -#4 NONE 2028 4007 1042 1989 Precast 2 - #3 2 - #15 NONE 3 i0 3552 872 1710 12' - 0" Precast 2 - #3 2 -#5 NONE 3191 3171 783 1476 12' - 6" Precast 2 - #3 2- #5 NONE 2919 3369 2174 3572 IT - 4" 12- 0 Precast 2 -#3 2 - #5 NONE 2536 2605 845 1203 14' - Cr 12' - 8" Precast 2 - #4 2 - # 5 NONE 2279 2389 6D9 1133 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. 3232 885 1715 15' - 4" 14' - 0" Prestressed 2 -#3 2 -#5 NONE N.R 2946 793 1572 17' - 4" IV - 0" Prestressed 2 - #3 2 - 96 NONE N. IL 2280 680 1349 IV - V 18' - Cr Prestressed 2 -#4 2 -#5 NONE N.R. 1814 595 1179 20' - 0" IV-8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 959 1778 21' - 4" 29 - 0" Prestressed 244 #4 2 45 NONE N.R. 1474 527 1042 22' - Cr 20' -2' Prestressed 1 2 - #4 2 46 NONE N.R. 1381 497 985 24' - 0" 22' - 8" Prestressed 244 #4 2 - #5 NONE N.R, 1147 418 829 Nam q APMOO e°° GRAVITY & UPLIFT SAFE LOADSHorkfa912Mor1e: BFme B 6Mi 9698 8"x32° LINTEL ww.dwcwnpt+"arnpcan rczavm m11<T4M141 A1*10s"N -"9 []SMSUa A. GREa BARG. P.E. 0424.9 in0' O""cO 1°""TM JOBNO.: 371068 IWYH.HUYNH. P.E*0122 NM"IIC!®IR"6/i"IC. 1 rift - NOT RE00M M190M LKTB- MEETS DEEP B64Mt CRTtHi14 NOTE #1: ( 1) #4 Mf bL REOUtRE) FORDEED BEAM ONLY ENor r+_ — f'-,, `()PEA L JAN 0 SK8 of 018 Precast P.O. BOX 3400 Apollo Beach, Rodeo 335n Phone. 813.6450166 Pax: 813.648.964E CA W48 QUALITY PRECAST COMPANY STRONG" ON SERVICE P.O. Box 11- Brandon, Florida 33509-0011 Www.qqual{typrecast,com 800}752-1730 SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2' -10" Precast 1105 2103 3' - 6" Precast 689 1310 4' - 0" Precast 514 977 A'- 6" Precast 398 757 4'- B" Precast 810 2459. 5' - 4" Precast 430 836 . 5' -10" Precast 356 690 6'- 6" Precast 410 818 7' - 6" Precast 303 606 7' - 8" Precast 392 1100 8' - 0" Precast 363 1037 8' - 4" Precast 318 981 8'- 6" Precast 234 467 9 - 4" Precast 192 364 i 0' - 6" Precast 151 301 11' - 4" Precast 132 417 12' - 0" Precast 1 t 1 370 12' - B" Precast 98 544 IV- 4" Precast 82 298 14' - 0" Precast 71 322 14' - B" Prestressed N.R. 283 15' - 4" Prestressed N.R. 252 1T-4" Prestressed N.R. 183 19'-4" Prestressed N.R. 167 20' - 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22' - 0' Prestressed N.R. 120 24' - 0" Prestressed N.R. go SAFE LATERAL LOADS 8"x8" LINTEL JOB NO.: 371068 I Qy gUR~ 'REENBM, P.E. 034 4S UY K HUMK P.E. #60122 FL 1774 -1 Y No60122,m=;,1'.4G F r STATE OF ,f- JAN 0 2 D. S K9 q QUALITY PRECAST COMPA L_\ "STRONG' ON SERVICE P.O. Box 11- Brandon, Flodda.33S01)-=1 www.qual recastcom 800 2-1730 I Pro-Crets Materials Corporation / Distributors for. Commercial Concrete Products, Ina( Quality Precast Co, FL23932 Quality Precast Co. FL 1774-R5 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS INTEL LENGTH CLSPEARDOOR TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN 0) SL (1)#5U 1)98L (1)#SU 0SIM (1)#5 1) 06L (2)#5U A B DET. DA DET. DB DET. DC DEL DB& DC DET. DF 3' - 8" 2 - 4" 2' - 0" Precast 242 #22 - #2 NONE 648 852 1195 1224 1224 4' - 0" 2' - 8" 2' - 4" Precast 2 - #2 2 42 NONE 697 699 1050 1079 1079 4'- 2" 2'- 10m 2'- 6" Precast 2) D4.5 Wre 2 - #3 NONE 1346 1584 1564 1320. 1320 4'- 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 583 583 938 985 965 4' - 6" 3' - 2" 2'- 10" Precast 2 42 242 #2NONE 536 535 887 916 918 4' - 8" 3' - 4" 7 - 0" Precast 2) 134.5 Wre 2 - 03 NONE 1091` 1276. 1278 1090 1090 5' - 6' 4' .4-1 ' 4' - 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5' - 117 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 . 6'- 8" 5' - 4" 5' - 0" Precast 242 t2 - 2. #4 NONE 446 680 688 530 530 T - 0" 5' - 8" 5' - 4" Precast 2 - #,2 2 - #4 NONE 419 639 658 478 500 T - 6" 6'- 2" 5' -1(r Precast 2.42 #22 - #4 NONE 364 585 688 4.14 461 71. 8" 6' - 4" 6' - W Precast 2) D4.6 Wre 2 - #4 NONE 494 627 827 485 532 Tr r8' - 4" 8' - 0" Precastj 2 - #2 2-#4 NONE 1. 279 364 1 627 244 1 343 iligmul- - U111-- FOR E- WEE x 8" HIGH L K B.S, USE THESAMETABLE LOAD VALUM ABOVE P. O. BOX 34M ' AaAo Br,o&ti GRAVITY & UPLIFT SAFE LOADS o, U1 Hotdo33572PhonaF= 18t a .. 3A45. 8"x8" RECESS DOOR HEADER ro " STA T F OF tLS` CAM48 DANSCO a A 2 M17. 1eoawwaumomAdmmrmi SRA.GBEWBERG, P.E #34245 titi b 9HT.ND. JOB rio : 371068 UY H. H1JrW P.E #WT22 ``` €s s SKI 0 of 23 QUALITY PRECAST COMPANY STRONG' ON SERVICE U P.O. Box 11 - Brandon, Fladds 33509-0011 www.qquaft"COILcam 800) 752-1730 for: Precast Co. -FL 1774- GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT O SL (1j> U 1J f5L (1 'iU 0j#SL (1)#6U1}#5L (1)#5U OWL (2}#5U A I B DEi DJ DET. DK DEr. DJ & DK DEf. DL Y - 8" 2'- 4' 2'- 0" Precast 2 -#2 2 - #2 1 NONE 1152 3342 3386 3386 4' - 0" Z - 8" 2' - ,r I Precast 2 42 2 -#2 1 NONE 945 2817 2861 2861 4'-2'.'' 2'- 10" 2'- 6' Precast 2) D4.5 were 2 - #3 NONE 2681- 4259 3838 3838 4' - 4"' Y - tr 2' - 8" Precast 2 - 42 2 42 NONE 786 2433 2477 2477 4'- 6" z 3' - 2" 2' -10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4'-- 8" 3' - 4" V - 0' Precast RY D4.5 Wre 2 - #3 NONE 19M 3244 2965 2985 5' - 8" 4' - 4" 4' - 0" Precast 242 #2 2 -#3 NONE 1204 1622 1812 1612 5' -10" 4' - 6" 4'- 2" Precast 2 - #2 2 43 NONE 1388 1552 1544 1544 6-8" 5' - 4" 5' - 0' Precast 2 - #2 244 #4 NONE 1411 1411 1277 127-7 T - 9' 5' - 8" 5' - 4" Precast 2, #2 2 -#4 NONE 1315 1315 1170 1169 T - 6" . 6' - 2" 5' -10" Precast 2 42 2 -#4 NONE 1192 1192 1012 1066. T - 8" 6- 4" 6' -_0' Precast 2) 04.5 Wre 2 - #4 NONE 1346 1346 1225 1253 8'- 0" Precast 2 = #2 2 - #4 NONE 1 805 782 597 771 FOR Ir WVE x T HIGH LWELS, USE THE SALVE TABLE LOAD VALUER ABOVE r r re DETAIL W DETAIL 'DL' P.O. SOX 3400 z Roda3 GRAVITY & UPLIFT SAFE LOADSPhone: 833.6450166 g'yd 2" RECESS DOOR HEADER81J.645.9b9S p 14MW3 011G0![1..rG oT f Gt 2C4,! 0 SAMURA.GRM4BER0. PE M4245wo'mroc.,acoo-n.ee io.¢c rose JOB NO.: 3710aCUMONMmoerx.AWfflF =UCQ2W09 UYH.HUYNN, P.E# 0122 tt$yy%CIIi@lBR dB H ` ffi No. 60122 STATE OF 0.!.iAN 0 Oi2L s iefr`tnLttt o str. rx> c K I I of QUALITY PRECAST COMPANY STRONG'ON SERVICE P.O. Box 11- Brandon, Florida 33609-0011 W%vy all tYprecastcom 800} 7752-1730 Pro -Crete Materials Coraoradon I Distributors for. Commercial Concrete Products. InoJ Co. FL 1774 - GRAVITY & UPLIFT SAFE LOADS (PLF) x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT L (1jA5U 9}i;'6L (1}#6U id; (1j( U 1)#8L (1}sU 1 L {2 U A I B DET. DM DEf. DN. Mr. DWI 3 DN DEi. DP 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 42 NONE . 3552 6213" 1 6213* 6213' C - 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 1D000 4' - 2" 2'- 10" 2'- 6" Precast 2) D4.5 Wre 2 - #3 NONE-. 5444 . 10000 6633 10000 4'. 4" 3' - 0" 2' - 8" Precast 242 #2 242 #2 NONE 2445 8288 452D 842 4' - 6" 3' - 2" 2'- 10" Precast 2 - #2 242 #2 NONE 2248 7832 4166 7332 3' - 4" 3' - 0" Precast 2y 04.5 V4tre 2 - #3 1 NONE 4037 10000 4925 10000 V- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2642 4101 5' -10" 4' - 6" 4' - 2" Precast 242 #2 2 - #3 NONE 3485 4417 2391 38M 6' - 8" 6'- 4" 5' - (r Precast 2 42 2 -#4 NONE 3031 3382 1803 2977 T - 0" 5' - 8" V - 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 P - 6" 6' - 2" 5' -10" Precast 1 2 - #2 2 -#4 NONE 2845 2845 1408.. 2423 7' - 8" 6' - 4" 6' - O" Precast 2) D4.5 wre 2 - #4 NONE 2163 3342 1425 2856 9' - 8" 8' - 4" 1 V - V Precast 2 - #2 2 - #4 NONE 1241 1771 806 1633 LINTEL NEEM .0 ..-=- - DETAIL 'QM' DETAIL M' MAIL 'DP' P.O. BOX 34M w s RMao 723°°Phon,. GRAVITY & UPLIFT SAFE LOADSd_;; Fax:813648.4d48 8'x20' RECESS DOOR HEADER * s jrt' DANSCO 7d1iT@C"AM}gf NOOC YdAQMJOIrt SAWEL A-GRMO RG. P.E M94145 i# F t ' J O Sitf.nd cucacw",„m SOB No.: 371068 °{ S` S Kw•No,""' mLr UYHF. .HUY*L P.46DT22 4'dt 013E Rat p Of 'i I QUALITY PRECAST COMPANY E, 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 ww+w.yualltyprametcom SOD) 752-1730 Pro -Crate Materials Corporation ! Distributors Tor. Quality Precast Co. FL 23932 Mi774=FM ! GRAVITY S UPLIFT SAFE -LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR glM TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0)06L (1)"Ll 1061- (1)#S 0)#51. (1)96U 1?#5L (1j#5U 1)#5L (2)051.11 A B DET. DO DET. DR DET. DO & DR DET. DS 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188" 6217* 6217* 4' - 0" 2'- 8" 2'-,r Precast 2 - #2 2-#2 NONE 3744 6850` 6650* 6W 4' - 2" 2' -10" 2' - VI Precast 2), D4.5 Wre 2 - #3 NONE 6250' 6250* 625(r 625D' 4'- 4" T - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE : 3132 6915' 5817 5915* V - 6" 3' - 2" 2' -10" Precast 2-#2 242 #2 NONE 2880 9783 5361 10000 4' - 8" 31- 4" T - 0" Precast 2) D4.5VYre 2 - #3 NONE 5066 10000 637$ 10000 5' - 8" 4' - 4" 4' - 0" Precast 2 - #2 2 -#3 NONE. 3087 7617 3272 6749 5' -10" . 4'- &' 4' - 2" Precast 242 #2 243 #3 NONE 2946 6886 3077 6225 8'- 8" 5' - 4" 5' - 9' Precast 242 #2 244 #4 NONE 3798 5096 2320 4485 T - 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - 04 NONE 4505 4538 2094 4034 T - W' 6 - 2" 5' -1(r Precast 2 - 02 244 #4 NONE 3869 3896 1812 3505 7' - 8" 6' - 4" 6 - 0" Precast 2) D4.5 W re 2 - #4 NONE 2715 4662 1856 4178 9' - $" 8' -'r 8' - (r Precast 242 2 - 04 NONE 1563 1 2400 1054 2235 R A Z' Sit iW I1' 1 111 UNTEL LEM DFEP BrAM OWERA WM#I: (1) #4 1AR REOURED FOR DI3PWkMORY FOR B" WCEx 8" K3H LINTELS, LI&ETFESAW TABLE LOAD VALUES ABOVE F b f J •f c o • P. O.BOX.9ApoU Rodda o93iT1PhcnaGRAVITY & UPLIFT SAFE LOADSNo. 60 122 Bf cB6459698 8"x24" RECESS DOOR HEADER 0 13 • ® t r Ir E. STATE ' L5 , a sf DANSCOaVRNamal= F CR D •'' ,` JAN Q 2. 4a WINTOMWNAMM DoR&CAniRxWr O "` ftp. OIAL4 i sHr.xo. SAA4UELAGRE8186RG. PF. C3Y145 c" oW"an°'iae9aa WUItG y d•lY1m JOB NO_ 371068 HUYK HUYNH, PX A6Dr22 x aLa a%t e SKI of 23 PisQUALITY PRECAST COMPA STRONG' ON SERVICE P.O. Box i t Brandon, Florlda 33508-0011 www.qqual recasLcom 800) 52-1730 Pro -Crete Materiale Corporation Quallty Precast Cm. FL 23832 Gommerclai Concrete Products, Inc./ Quality Precast Co. FL 1774- RB GRAVITY & UPLIFT- SAFE LOADS (PLF) 8" x 28" RECESS DOOR HERDERS LINTEL LENGTH CLEAR SPAN DOOR SIB TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT Qj#sL {1 U 1j#$L {1)#6U 0)#5L (1)05U1)#5L (1)#6U 1j#6L (2 U A . I B . DIET. DT DEP. DU cu. or & Du DET, DV 3' - 8" 2'- 4" 2' - Cr Precast 242 #2 242 #2 NONE 5544* 7411* 7440* 744Q* 4' - (r 2'-8- 2' -,C Precast 2 - #2 242 NONE 4554* 6696* 6725* 6725* 4' - 2" 2' -10" 2' - 6" Precast 2) D4.5 Wire 2-#3 NONE 7400* 740(r 7400' 7400* 4'- 4" V - 9' 2'- 8" Precast 2 - #2 2 - 02 NONE 3820* 61 D2• ` 6131* 5131* 4' - 6" 3' - 2" 2'- 1 Cr Precast 2 - #2 242 #2 NONE 3513* 5833* 5862' 5862* 4'- W' 3' - 4" V - 0" Precast 2) D4.5 V*a 2-- #3 NONE . 6073* 6254* 6250* 625D* 5' - 9' 4' - 4" 4' - D" Precast 2 - #2 2 43 1 NONE 3716 971 D 4002 9749 5' -10" 4' - 6" V - 2" Precast 2 - #2 2.7 #3 NONE 3582 9125 3763 1 9167 6'. 8- 5' - 4" 5' - V' Precast 2 - #2 244 #4 NONE 4576 7895 2638 6847 T - 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985. 7' - 6" V - 2' 5' -. IT Precast 2 - #2 2144 #4 - NONE 5072 5623 . _ 2217 5034 7' - 8" 6'- 4* 6' - 0" Precast 2) D4:5 me 2 - #4 NONE 3272 7319 2265 6226 9' - 8" 1 V - 4" I. 8' - (r Precast 242 #2 2 - #4 1 NONE 1 1886 1 3192 1301 2982 000 G®i of 0 LNM MEETS DEEP BEAM CV3rM4 NM E01: (1) At MR REMAFL) FOR DEP BEAM ONLY FOR 8" WDE x e' F9GH LWELS, USETI-ESAMETABLE LOAD VALUES ABOVE f P.O.BOX 3400 i€ 60122ApolloBeach, GRAVITY & UPLIFT SAFE LOADS 819b i.016b i n a_y J DTI of ., Fmc6i9.b45.9d98 $ k2$ RECESS DOOR HEADER Q . DOww601Y96/YMJ7N QMUSAELA.GREEWBERG. R.E N94215 norenrnwwea- auc.rom JOB NO.: 371068 •EE1108b9 SMr.N0. // r u. NAVM4mtWRFWRW""s" jgTHUY H. HUYNH. PIA60122 E#IGiNEHi SEN. S 1 Jr of QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11- Brandon, Florida 33SOM011 www,qual cast.00rn 800) 2-1730 FL 1T74- GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENM CLEAR SPAN DOOR WE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0)#5L (1)"u 1051- (1)#5U 0)#6L (1)#5U 1)#5L (1)#5U 1)#5L (2)#6U A B . DET. DW DET. DX. DET; DW & DX DEf. DY Y - 8" 7-4" 2' - 0" Precast 2 42 2 42 NONE 6540* 8675• 87W 87W 4'- 0" 2'- 8 T - 4' Precast 2 --#2 2 42 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" Z.- 6" Precast 2) D4.5 wre 2 - #3 - NONE . 8450* 8450* 6450* 8450* 4' - 4" T - 0" 2' = 8" Precast 2 - #2 2 42 NONE 4508* 7026* 7055* 7055' 4'- 6" 3' - 2" 2' -10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6858* 6856* V - 8' T - 4" 3' - 0" Precast 2) D4.5 Wra 2 - 03 NONE 7102* 7250* 725V 7250. 5' - 8" 4' - 4" 4' = (r Precast 2 - #2. 2 - #3 NONE 4336* 55W 4733 5500* F. 10" 4` - 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6'- 8" 5' - 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 7' - 0" 5' - W 5' - 4" . Precast 2 - #2 2 - 04 NONE 6918 980 3029 7407 7' - 6" 5' - 2" 5' -1t)" Precast 2 - #2 2 - #4 NONE 5971 121 2621 6409 T - 8" I 6' - 4" 1 6'- 0" Precast 2) DM.@ Vft 2 -#4 NONE 3832 10000. 2715 19482 9' - 8" 1 8'. 4" 1 8' - 0" Precast 1 2 - #2 1 2-#4 NONE 2211 4137: 1646 1 3779 LNia MEETS DEEP BEAM CRMT 44 NOTEC., (1) #4 MR R60A ff) FOR DEEP BEAM ONLY F0RB' WIDEx 6" FJIC;H LWTELS, LISETFE 64METABLE LOAD VALLES ABOVE t P.O. BOX 3400 s +•• a ApolbBeach GRAVITY & UPLIFf SAFE LOADSftm ; F p 60122 n 873.64.0762 Phone: • 6" .. G fex813645.4648 8ik32 RECESS DOOR HEADER rv"wdorcwn neMgran ¢ • STAT liF • ' c ~ _ DANSCO slo`•` .`' JAN o nwaeo eiaue,a n et° r . • ` • p P ,+o4c. D SAMUEL & GREENBRG. P.E. r34M r 4 aff. No. JOB NO.: 371068 r,I Huy P. HUYNH. P.E k60rY1 # F e 6~ S K ] 6 Of 23 QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 www.quat yprecast.com 800) 75z-1730 Pro -Crete Materials CwWratlon ! Distributors for. Commercial Concrete Products, fne.1 Quality Precast Co, FL zas92 Quality Precast Co. FL m4 - RS GENERAL NOTES: L) CODES U FLORIDA SUIL.DING CODE 6lli EDITION, 2011 RESIDENTIAL SECTIONS RM2 a R606. 12 FLORIDA MDING CODE, 6th EDITION, 701`I EIUILDW- SECTIONS mu t 2101. L3 BUILDING CODE REdJit tTB FOR REINFORCED CCNCIIIETE (ACI 318-14). 1.4 BUILDMrs CODE REIMIREMENT9 AND SPECIFICATION FOR MASOtW STRUCTURES (ACI 530-13 1 ACI 530.141 M A VOCAN SOCIETY OF CIVIL ENGINEERS MINIMUM DEEM LOADS FOR BUILDINGS AND aNIER STR)CTURES (AWE 1-10). 2J C(aNCRM- 21 CONCRETE COMPREWIVE SiR 42114 AT 28 DAYS, 21.1 PRE -CAST UJWAINDARD REWORCEI1ENT-4000 K MIN. 212 GROUT PER Am C416 - 3PJE0 Pbi W/ MAX 3w Awd;wmp, a' TO ItSLUMP. 22 REINFORCING ISARS. 22J STEEL PLACED IN PRECAST LINTEL. AT THE OF FAl3RtGAT04 A51M A615 (GRADE 60) 222 STEEL IN LINTEL AND KNOCKOUT 0LOGK (PLACED IN FIELD) ASTM 469 (GRADE 40). 23 DETAIL 1REPFORCEMEM IN ACCORDANCE WITH ACI 35. 2A COCRETMG OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 23 D43 WIRE PER ASTM A496 3) MASONRY. 31 CONCRETE MA5OWr UNITS (CMW SHALL CONFORM TO ASTM C-9, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2000" L 32 MORTAR 614ALL C04;C NT TO ASTM C-210 TYPE "''OR'S' 33 FULL MORTAR JOINTS ARE REWIRED 3A MNMtIM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CM AND MORTAR 69ALL NOT BE LESS THAN FM . 20M P9 MASONRY STRENGTH SHALL BE ESTABLiSNED SY THE %NTT STRENGTH METHOD' OR ALTERNATIVELY, BY THE 'PRISM TEST METHOD' WHEIR= USM REG UIRBMENTS HAVE NOT BEEN MET. 4) SIRUCTURALa 41 WE LOAD VALUES ANC BASED ON LWELS HAVING A 19EA1QN6 OF S' (WITH A MINIMUM ACCEPTAW BEARNG OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2011 RESIDF]NT1AL, SECTION R606b3 OR FLORIDA BUILDING CODE 6TH EDITION, 2011 l9U1LDING, SECTION 2" 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 43 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM 11-E SAFE LOAD TABLES BY CALCULATMb MAXIMUM RESIBTMG MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4A FOR LINTEL LEN6TH AT 6`-b' OR GREATER VERTICAL CELL FILLED SOLID WITH 6ROUT AND MINI" ONE (1) 03 VERTICAL REMAR 15 REQUIRED AT EACH END OF THE LINTEL 45 LINTELS THAT ARE GREATER THAN IN-0 CLEAR SPAN MUST BE PF40VCW TFMPMRY SUPPORT, NOT BE RE110YED UNTIL 2 DATE AFTER GROUT PLAC81W. lit 7/ 57' STIRRUPS AT 4'fi' a{ f Im OR WaDm) A' BARS (WEAN RENTORCENENn MESCHEDULE DPIIDNAL* S, f21 N5SIM. SCHEDULE NOTES: 1. 713T STIRRUPS FOR COMMERCIAL CONCRETE LINTELS ONLY 2. MIN. BEARING REQUIRED At EA. END - 4" 3. STANDARD FOR RETNF. STEEL - ASTM A6 T 5 TYPICAL 12-INCH LINTEL PRECAST CONCRETE TYPE DESIGNATION P - PLAIN LINTEL / OUANTTrY OF 00 BAR AT a - SOUR UWM LOWER LINTEL DAMTY 12x1+ j& P- 1L 11 Uj LOUMTRYOF05BAR NCUMALWUMJNOMINAL HEIGHT I AT UPPER LINTEL cAwry P. O. BOX SLOG c ¢ AP°'° BeOC GENERAL NOTES 8 DETAILS " G1 f22 Honda 3Mn Phone: . kxt319. 6459696 ] 2 LINTEL ST/-'.,TE OF a' 4U ;'b IDANSCOevr; n or` P` sf`{'JF? 1C?;=•4' UNAj$` . IAA 0 2 Z RrwvFNacv°'' XeMiD° nue vroMne JOBNO.: 371068 SAMUELA GREENBEAG. AE N91?AS & &t om k5 t giLN0./ wCU1Dffp ® §& UY H. HUYNH. P.E. N60122 ENGINEER SEAL S K 18 Of 23 11 QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 1.1- Brandon, Florida 33509.0011 www.qqual ceet com 800J 2-1730 - 7 terfals Corporation t DlsMbutore for. Bt CA. FL 23932 Ft 1774- GRAVITY & UPLIFT SAFE LOADS (PLF) 1211 x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARB GRAVITY UPLIFT PLAIN 0#5L (1)95U 1j#bl (1j#5U 2}#51. (1}06U Oj#bL (1J U 1j1. (1W5U 1)#5L (2.#5U A B DET. A DEC. B& C DET-. CC DET. 8& C DET. D 2' --10" 1' - 6" Precast 2 - #2 2 45 NONE 3815 10000 6013 9947 4043 Y - 6" 2'- 2" Precast 2 • #2 245 #5 NONE 2311 6826 3935 5792 2790 4' - V` 2' - 8" Precast 242 # 2 2 45 NONE 1816 4878 31 % 4169 2264 4' - 6" T -2": Precast 2 42 245 #5 NONE 1494 3789 2580 3138 1904 5' - 4" 4' - 0" Precast 242 #2 2 45 NONE. 1150 2755 1998 2098 15M V -10" 4'- 6" Precast 2 - #2 2 - #5 NONE, 1010 - 2364 1.758 1701 1338 6- 6" 5' - 2" Precast 242 #2 2 - #5 NONE 867 1513 1165 Tin6" 6- 2" . Precast 2 42 2 -#5 ` NONE 714 1658 1249 947 935 V - 4" T - 0" Precast 2)D4.5 vote 3 - #3 NONE 757 1422 741- 1500 9' - 4" 8' . 0" Precast 243 # 3 2 - #5 NONE 537 1213 940 567 - 768 10' - 6" 9' - 2" Precast 243 #3 245 #5 NONE 462 1032 810 - 427 602 1 T- 4" IV - 0" Precast 243 #3 245 #5 NONE 420 940 736 354 514 17 - 0" 10- 8" Precast 243 #3 245 #5 NONE 391 685 457 12 - 6' If- r Precast 243 #3 3 45 2 - #3 436 826 276 595 1 Y - 4" 12' - 0" Precast 2 43 2 - #5 NONE 343 759 601 1 234 368 14' - T' 12' - 8" ProCaStl 243 #3 245 #5 NONE 323 713 566 206 333 14' - 8" 13' - 4" Precast 2 - #3 3 - #5 2 - #3 354 672 181 409 . 15' - 4" 14' - 0" Precast 2 - 93 345 #5 2 - #3 334 634 160 367 I& - 0" Precast 243 #3 3 45 243 #3 280 421 110 271 i. P.O. BOX3400 Apob Beach, Flcndo 33572 Phone: 813.645.0166 P= 813.645.9698 DANSCO mimpampan •" 1 7alIl QAM1"f NOOlfAi161YM!]I+ MOYR7TOrQWIG nie" waermecc,w. uaumacmue"r4anim. CAMPO ea Oatmi.1 'DUCM" t GRAVITY & UPLIFT SAFE LOADS 17 0" LINTEL JOB NO.: 371068 S"EL A. GREENBEtG. P.E 04245 MUY H. HUYNH. P.E. #60122 jp4SYG8i5Blff's'r t No. 6,122 V. fr STATE OF i tt JAN 0 2 2 W."mSKl 9 of QUALITY PRECAST COMPANY STRONG' 4N SERVICE P.O. Box 11 - Brandon, Florida 33509-WI I www.quafltYcraeaat com 800) 2-1730 0 <+ c,_t leis Corporation 1 Distributors for. O. FL 23932 FL 1774 - R5 GRAVITY & UPLIFT SAFE LOADS (PLF) 12" x 16" LINTELS LINTEL, LENGTH CLEAR WAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0W5L (1)#SU 1)95L (1)#SU 2)#SL (1)#6U 0)1951- (1)#5U 1)#SL (1)96L 1)#5- (2)#S A B DET. H DET. J DET. JJ DET. H a J DET. K 2'- i0" 1' - 8" Precast 2 - #2 2 - #5 NONE 10000• 10000• am. 10000" 9013` 3' - 5" 2'- 2°:. Precast 2 - #2 2 - 45 NONE 10000- 10007 10000 10000' 10000 4' - 0" 2' - 8" Precast 2 - #2 2 - #5 NONE 10000 10000 10000 10000 10000. 4'- $" T -2" Precast 2 -#2 2 -#5 NONE 10000 10000 10000 7590 8722 V - 4" 4' - 0" Precast 2 -#2 2 - #5 NONE 8321 10000 7017 5087 5980 V -10" 4' -.8" Precast 2 - #2 2 - #5 NONE. 6789 8252 5808 4130 5014 V - 8" 5' = 2" Precast 2 -#2 2 - #5 NONE 4717 3989 T - 8" 6' - 2" Precast 2 -#2 2 -#5 NONE 4808 4808 3871 1 2317 29M 8' - 4" T - it Precast 2) o4.5 Me 3 - #3 NONE 3942 3942 1819 3697 9' -4" 8'- 0" :: Precast 2 - #3 2 - #5 NONE 3237 3237 2597 _ 1400 2365 10' - 6" 9' - 2" Precast 2 -#3 2 - #6 NONE 2673 2673 2182 1064 1848 11' - 4" W - 0" Precast 2 - #3 2-#5 NONE 2382 2382 1956 888 1577 12' - 0" 10' - 8" Precast 2 - #3 2 - #6 NONE 1805 1402 12' - 8" 11' - 2" Precast 2 - #3 3 - #5 2 - #3 2058 2056 702 1491 IV - 4" 12' - 0" Precast 2 -#3 2 -#5 NONE 1871 1871 1581 800 1129 IN - 0" 12' - 8" Precast 2 -#3 2 -#5 NONE 1745 1745 1481 531 1021 14' - 8" IV - 4" Precast 2 - #3 3 - #5 2 - #3 1633 1633 472 1035 16 - 4" 14' - 0" Precast 2 - #3 1 3 - #5 2 - #3 1534 1534 420 934 1 T - 4" 18' - 0" Precast 2-#3 3-#5 2 - #3 1298 1298 302 700 LKM MEEM DEEP BEAM CRf ERA C t° • • % C ryOVY P.O. BOX 34M Apda Beach, e GRAVITY & UPLIFT SAFE LOADSW • Io9. 60 122• ' a__ ers.b4saras 12'C16° LINTEL a _ 4ww 45.46,98w`romm , Tr -xi e .. : If vanMarnveroe+mm° 'u w"c,K ° SAMUEIjj0HUY N. GRBIiBE t +R3+sLS ¢«sr $ ¢ f1 F,.. 4' `4Oi ye nCLWwm,,,, o„ JOB NO 37106$ F f S ILL V Of 23 t>Ti "STRONG" ON SERVICElvP.O. Box 11 - Brandon, Florida 33509-0011 w`vw.queiltypnscast.com 800)75Z-1730 Pro -Crate Materials Corporation t Distributors far: Quality Precast Co. FL 23s32 QMI]ty PreCeet Co. FL 1774. R5 GRAVITY & UPLIFT- SAFE LOADS (PLF) 1213 x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BM BOTTOM BOTTOM BARS GRAVITY UPUFr 1 U 1 L N EiU 2 bL {1I#6U 0)#5L (1)#5U1)#16L (1 bU 1)#6L {205 A B. - DET.-P DET. Q DET. QQ DET. P & Q DET. R 2'- 10" 1' - 6" Precast 2 - #2 2 - #5 NONE 10000* 1DOD0* 10000* 1 DODO* 1000D* T - 6" 2' - 2" Precast1 2 42 2 -- #5 NONE 1 OODO* 100DO* 10000" 10000* 10000* 4'- 0" 2'- 8" Precast 2 - #2 2 - #5 NONE 10000* 10000* 85W 10000*. 9004* 4' - 6" T -Z' Precast 2 42 2 - ##5 NONE 9730* 9730* 10000 9730* 9730* 5- 4" 4' - O" Precast 2 - #2 2 - #5 NONE 10DOO l om 1D000 8084 5545 5' - 10" 4'- 6" Precast 2 - #2 2 - #5 NONE 10000 10DOO 1ODDO 6569 5657 V - 6" V - 2" Precast 2422 2 - #5 NONE 10000 4500 T - 6" 6'- 2" Precast 2 - #2 245 #5 NONE 10000 10DDO 7820 3494 3332 8'- 4" T --0" Precast 2) 134.5 Wre 343 #3 NONE 7974 7974 2905 5903 9' - 4" V - 0" Precast 2 -#3 2 -#5 NONE 6131 61T7 4835 2242 2642 10' - 6" 9' - P" Precast 2 - #3 2-#5 NONE 4817 4817 3909 1709 2071 1I'm 4" 19 - 0" Precast 2-#3 2-#5 NONE 4184 4184 3433 1431 1769 12' - (r TV --8" Precast 2. #3 2 - #5 NONE 3128 1572 i2' - 8" 11' - 2" Precast- 2 - #3 3 - #5 1 2 - #3 3516 3516 1136 2394 Il T - 4" 12' - 0" Precast 2 43 2 -#5 NONE 3153 3163 2647 973 1256 14' - 0" 1 12' - 8" Precast 2 - #3 2 - #5 NONE 2911 2911 2455 864 1146 14' - 8" I T - 4" Precast 243 #3 3 - #5 2-#3 2701 2701 770 1670 IS'- 4" 14' - 0" Precast 243 #3 3 - #5 2 -#3 2519 2519 689 1508 IT-4` 16- 0" Precast 2 - #3 3 - #a 2 - #3 1 2090 1 2090 5D1 1136 PIPW. 1 0" u u AWE UNTEL MEEM DEEP BEAM CRITERIA mm 9 NOTE#1: (1) #4 MN. REi]UFIED FOR DEEP BEAM ONLY t/ P.O. BOX34M a f' o GRAVITY & UPLIFT SAFE LOADS 0. 0122 FafC873.6 f5.4698 12'x24 LINTEL v 1..C/ .. CA 290 row pheednp.can /'h ` TA iC OF ,• j x`. _ eimmmmrat, u.0 `*ti i n . * g 4° p TM cos 110: 371068 SWUM & GRBNNRG. PE #M45 4 , UMAU,OM O Rom, H. HUYNti, P.E #60122 t E ` S K21 of 23 QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 -Brandon, Florfde 33509-0011 www.quslfttyypprec a corn 8p0) 752-1730 u .r_ Commercial Concrete Products, Cluality Precast Cm FL 1774 - R5 GRAVITY & UPLIFT SAFE LOADS (PLF) 12" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT 0)#SL (1)#$U 1)#5L (1)#SU 2)#5L (1)#SU 0)#5L (1)N5U 1)96L (1)#6U 1)#8L (2)#5U A B DET. V DET. W DET. WW DET. V R W DET. X 2' -10" 1' - 6" Precast 2 - #2 2-#5 NONE 10000* 10000* 10000* 10000* 10000' 3'- 0' 2'- 2" Precast 2-#2 2 - #5 NONE 10000* 10000* 10000* 10000* 10007, 4' - V' 2'- 8" Precast 2 42 2 - #5 NONE 10000* 10000* 10000* 10000* 10000* 4' - 6" 3' -2" Precast 2-#2 2 - #5 NONE 10007' 10000* 10000* 10000* 10000* 5' - 4" 4'- Cr Precast 2 - #2 2 - #5 NONE 9715* 9715* 8410• 9715* 8788* 5' -1(" 4' - 6" Precast 2 - #2 2 - #'a NONE 855D* 8550* 10000 8550* 796D 6-6" 5' - 2" Precast 2 - #2 2 - #5 NONE 10000 6332 T - 6" 6' - 2" Precast 2 - #2 2 45 NONE 10000 10000 9492 5072 4688 8' - 4" T - v, Precast 2) D4.5 VNre 3 - #3 NONE . 10000 1.0000 3992 8114 7 - 4" 8' - Cr Precast 243 #l3 2 - #5 NONE 10000 10000 5949 3084 3710 10' - 6" 9' - 2" Precast 2 43 2 -#5 NONE 8293 8293 4621 _ 2355 2907' 11' - 4" IV -On Precast 2 43 245 #5 NONE 6918 6918 3919 1974 2483 12' - 0" I V - 8" Precast 2 - #3 2 - #5 NONE 3463 2208 12' - 6" 11' - 2" Precast 1 2 43 3 -#5 243 #3 W90 559D 1569 3300 1 T - 4" 12' = 0" Precast 2 - #3 2 - #5 NONE 4909 4909 2752 1347 1778 14' - 0" 12' - 8" Precast 2 - #3 2 - #5 NONE 4470 4470 2472 1198 1609 13' - 4" Precast 2 - #3 3 46 2 -#3 41 D0 4100 1069 2305 16 - 4" 14' - 0" Precast 2 - #3 3 - #5 2 - #3 3785 3766 958 2064 1 T - 4" IV - Cr Precast 2 - #3 3 -#5 2 -#3 3089 3069 70U 1573 LMB_ MEETS DEEP BEAM CRtF A NOTE#1: (1) #4 MIL RB3UREA FOR DEEP BEAM ONLY 7_jI4J P.O. BOX340Q a S'tr. fl ke3W35772Phom GRAVITY & UPLIFT SAFE LOADS r I ' 8W454166 Fmc6136459d9B i ui2 `X32 LINTEL R .., J LLB CA M40uc"er ruetFq.c n 1}Crl`t` ` DANSCO JAN a 2 2Y 4a g9sNTe*ntamounwraua"Am"wxn*a* nasrcQ"rmm"+u:"ewona JOB Na* 371068`€tfgESfi4SAMUELA.GRENEBEBG, PE #3" SHf,H0. U1'H.HUYNH.PF.#661= Ei!@rEkR564t SK22 of23 ZI 11 SUBDIVISION: f #: Job Addri Parcel ID: Type of Work L' 7-3,--\,,%- CITY OF SANFORD BUILDING & FIRE PREVENTION APR 2 3 PERMIT APPLICATION Appli.ca.tian_N_o ___, (---- __W_._ Documented Construction Value: S eQq-7 )nj I h-R) Description of Work: NEW RESIDENTIAL, PLUMBING Historic District: Yes NOES Res , identialt Commercial Repair Demo Change of Use Move Plan Review Contact Person: Titic: Phone: Fax • Email: Property Owner Information Name y(-d n Phone: Street: Resident of property?: Citv;. State Zip:' Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 041-5421 x 2082 Street: 631-0.MABLETON'PARKWAY SUITE 1000 City, State Zip: MABLETON, GA 30126 Name Street: City, St, Zip: Bonding Company: Address: Fax (770) 941-9522. State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: NVARNING TO ONVN1,R: YOUR IAIL.URE TO RECORD,A NOTICE, OF COMVI[;NCIsMFN"I' iVIAY RESULT IN, YOUR PAYING TNVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE ]'HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR MENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is Hereby made to obtain a permit tondo the.work and installations as indicated. I certify, that no work or it stallati6n has commenced `priorto the issuance of a permit and that all work will be performed to meet standards of all laws regu)ati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, (tools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC to .3 Shall be inscribed wills the date of application and tile code in effect as of that date: 5111 Edition (2014) Florida'Buildiug Code Revised: .lune Ill, 2015 Permit Application r - A 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, Acceptanec_o'perinit. is veriIication_that1wiILnotity thc,,owner of`the_pro.pe,rty o.f.the..tequircments oi,F_Iorida,,Lien_La v, ES _7_13-.-- The City ol'Sanford requires payment of a plan review fec at the time ot'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 1CC Valuation Table, in elTect at the time the permit is issued, in accordance with local ordinance. Sl ould 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 AFFIDAVI"1`: 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. 1 Signature of Owier/Agent Date Signature of tractor/Ageentt Date Print0'% vner/Agent's`Nanie Print '(:ontractor/A;e'i Cs:Name Signature of Notary-Staic of trhrida Dare SigiiSfure dif tary=State of Florida Date`\>>>+wMY Jam. GEoRG' IA Qwner/ Agent is Personally Known to Me or Contractor/Agent is Personally , wu(mo Produced IDS Type ofID Produced ID Type of ID % , +° s CO a rp nriln1u,%% BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plunibit g Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps; Fire Sprinkler :Permit: Y,es No # of Heads APPROVALS: ZONING_ ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtnres Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rcvisea: tune to, zoi- Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION ra PERMIT APPLICATION Atf 3 Application No: , Documented Construction Value: $ Job Address: Historic District: Yes NoK Parcel ID:.. ResidentiaLo Commercial L Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: + ax 1. -385.3 Email ah V C c;_ Property Owner Information Name - I YA6`lrC = Phone: Street: Lr , , w; _- _, Resident of properly? : 11 City, State Zip: Name Streel City, rmation Phone: Fax:'- R", 6J; State License No.: C=.;cIL/O Arch itectlEnginee r Information Name: Phone: Street: Fax: _ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised June 30,2015 Permit Application N0710E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate fat work will be done in compliance with all applicable laws regulating construction and zo i g: Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID __.__ Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type:, I I Occupancy Use: I Flood Zone:, Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No F # of Heads . Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES:' _ WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: v+man'>< ` s,1ra1'avarra omozEril. tnrttaF v:enax:r y ate.; iiiacsa+P A Ctahza Ffit+ma .. yyiiJrt; tell" I a liii.#:3 Yavr.F..m+a. 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