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529 Red Rose Ln 18-930; permit & (a)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000139 BUILDING PERMIT NUMBER: 18-10000139 py-93b DATE: February 20, 2018 f3sa14(pi UNIT ADDRESS: RED ROSE LANE 529 21-19-30-510-0000-3140 ( TRAFFIC ZONE:022 JURISDICTION: 3 Q LT' -7 0SEC: 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: 529 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Sin gleCFa ily Housing 00 1.000 dwl unit FIRE RE 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 Family CO-WYDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSNA 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 THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. 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ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. 1 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ® ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ft - 93D Documented Construction Value: $ 952146I •`j> Job Address: 5aq Q.0p1 lLOb-f Ld,%%,C, (344-,'fV moi( Historic District: Yes No Parcel ID: 2(-19-30-510 -0000- 3/g(0 Residential R Commercial Type of Work: New FX1 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@Perm9tsPerm*tsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOLITHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT /TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOLITHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: 407-257-6940 NO State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: 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. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 k'% ` *b- Permit Application 3.7 1 , 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. N 71we Si tureofOwner/Agent pa TAYLOR MORRISON OF FL9M6A INC Print Owner/Agent's Name Signature of Nota of Florida Date I/ W COMMISSION t FF 209108 EXPIRES: June 27, 2019 ss Owner/Agent is _yM Personally Known to Me or Produced ID N/A Type of ID gnalure of Contractor/Agent pate JOHN ASA WRIGHT Print Contractor/Agent's Name Cq `v S1gnatu ate of Florida pate / My COMMISSION 0 FF 209108 EXPIRES: June 27, 2019p at• n4 Berclttl iAro Bt Ajal Notary 6mlt Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical x Mechanical g Plumbingo Gas Roof Construction Type: 1Lb Occupancy Use: T-3 Flood Zone: _ Total Sq Ft of Bldg: 3214-1 Min. Occupancy Load: t-1 # of Stories: Z New Construction: Electric - # of Amps Za"O Plumbing - # of Fixtures 22 Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: "ZONING: D UTILITIES: c I I COMMENTS: ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 54. (o 01e t Ana6Lsiot, 6L Fire Alarm Permit: Yes No 2 WASTE WATER: BUILDING: 47 3 26 1$ Revised: lune 30, 2015 Permit Application E CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ft - 3D Documented Construction Value: S 49769? Job Address: 5? -q Q.001 ADS -61 tdigJ- cSQ+7,1 Tq ( Historic District: Yes No Parcel ED:.( -19-30-516 -0000- 316% Residential Q Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE_ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Mir7I1 -n'- 11 2M11 M11 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 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-257-6940 Fax: NO State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: 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 IIVIPROVEMENTS 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 wil I 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. N aV-( o Si azure of Owner/Agent Da TAYLOR MORRISON OF FLPR6A INC Print Owner/Agent's Name Signature of Nota of Florida Date I/ gnature of Contractor/Agent Date JOHN ASA WRIGHT Print Contractor/Agent's Name Cg Signatu to of Florida Date / atff PC, ip MY COMMISSION I FF 2D9108 v EXPIRES: June 27, 2019f"r"" o owed nm ow' rl bola 6o rka Contractor/Agent is YES Personally Known to Me or Produced ID NI _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: Z"Z/ WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 OondedlM DV*lNotuy8V" Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID gnature of Contractor/Agent Date JOHN ASA WRIGHT Print Contractor/Agent's Name Cg Signatu to of Florida Date / atff PC, ip MY COMMISSION I FF 2D9108 v EXPIRES: June 27, 2019f"r"" o owed nm ow' rl bola 6o rka Contractor/Agent is YES Personally Known to Me or Produced ID NI _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: Z"Z/ WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Inspection Description Min Max Inspection Descri tion 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 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 REVISED: June 2014 AAA race• ELECTRICAL PERMIT Inspection Description Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbin Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final GMC ICAL PERMIT -_ - ----- - - - - - - - -- - - ----= -- - - - - - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Po' 1877= 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: daphne@permitspermitspermits.com Property Address: 529 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3140 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition p 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) O , C US I Flood Zone: X Base Flood Elevation: N/A 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 M 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 W, the best available information used to determine the base flood elevation is: BP# 18-930 Reviewed by: Michael Cash, CFM Date: March 1, 2018 it i % A, Application for Right -of -Way Usey y pforDrivewaWalkwa & Landsca e OR0 R -- Department of Planning & Development Services vmw..mdordfr.aov 300 North Park Avenue. Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.686.5141 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 e attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right -0f -way and use shall be rovided or application could be delayed. 7 to 3,eoo 'dor ,3 callbdo rreo.low ueetorotwdte. 1. Project Location/Address: 2. Proposed Activity: 1Z Driveway ElWalkway M Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: ETi?lWWAY oft NAV SFA r Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under INS Agreement. This shag include maintenance of the improvement and unpaved portion of dghW-way adjacent thereto. Requestor may, With written City authorization, remove said Installadonfimprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, utilities, stomrwater facilities, orany general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shag remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public righW-way. If the Requestor does not continuously maintain the Improve- ment and area in accordancewith previously stated criteria, or completely restore the rightoWey toils previous condition, the City shag, after appropriate notice. restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless dre City, its oounalpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suite, judgments, tosses, expenses, damages (dkeck 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 righWf-way. I have read and understand the above statementand by signing this application I agree to its terns. 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:y q 'f This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: secrember 2010 ROW rtm nrh- eel SCPA Parcel View: 21-19-30-510-0000-3140 CFA P s¢ra0 r co - r r. FL.ownn Parcel Information http://parceidetai l .scpafl.org/Parcel Detai I info.aspx?PI D=2119305100... PropeMj Record Card Parcel: 21-19-30-510-0000-3140 Property Address: 529 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-3140 Owner TAYLOR MORRISON OF FL INC Property Address 529 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions 40,000 Legal Description LOT 314 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary Assessment Value 2018 We Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value 40,000 Depreciated EXFT Value City Sanford Land Value (Market) Land Value Ag 40,000 SJWM(Saint Johns Water Management) County Bonds_-_---—------ Just/Market Value " 40,000 Portability Adj Save Our Homes Adj 0 Amendment 1 Adj 0 P&G Adj 0 Assessed Value i $40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Taxing Authority Assessment Value Exempt Values County General Fund 40,000 01 Schools---_-_— ---_ _--_-- 40,000 0 City Sanford 40,000 0 SJWM(Saint Johns Water Management) County Bonds_-_---—------ 40,000 40,000 —__--__ 0 V Sales Description I Date I Book I Page I Amount I Qualified No Sales 1 of 2 2/19/2018, 11:49 AM 5 e' FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lo1314ThornbrookeAnaslasiaGLE Builder Name: Taylor Morrison Street: 5P je14iir- Cava., Permit Office: '9a*V4-W"/ City, State, Zip: FL , s Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 R' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1482.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1482.00 ft= 6. Conditioned floor area above grade (ft') 2582 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade (ft') 0 11. Ducts R ft' 7. Windows(344.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 272.92 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit b. Central Unit 25.2 SEER:16.00 25.2 SEER:16.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.018 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Area: 0.134 Total Proposed Modified Loads: 71.57 PASSGlass/Floor Total Baseline Loads: 76.11 1 hereby certify that the plans and specifications covered by Review of the plans and OF- 0Kfi SrATA this calculation are in compliance with the Florida Energy specifications covered by this y __ gr Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 2/.13/18 _. _ _-_ this building will be inspected for 0 -' compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. COX) with the Florida Energy Code. WE OWNER/AGENT:___ _ ..._ BUILDING OFFICIAL: DATE: - - - -- - - % DATE: 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). 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 Parcel ID Number: Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMN[ENCEMENT. State of Florida. County of Seminole. 1111111111111111111111111111111111111111 GRANT MALOY? SENINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9078 Pq 93 upss) CLERK'S T 2018019276 RECORDED 02/20/2018 09:44:02 AM RECORDING FEES $10.00 RECORDED BY ndevore 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. Description of property : LOT ,/ Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book2L_Page'X.-71 of the public records of Seminole County, Florida. Addresses : AL! 4-e01 4S -G t:t4,4, 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 Lienor'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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: J Asa Wright aylor Morrison of Florida . o 6 - Sworn Sworn to and subscribed before me this by John Asa Wright who is personally known to me. .L o Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 Z V vj'P"" y Zp{ 9 tSgg 0' v vim'' 54. NW&OPYTignature: y?ueue '0991 = a cWow 0 sU 0 nCORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project 'rhombrookeAnastasiaGLE LDINGStreet:5a•l Name: Lo131 K-eoozoSe, La. Builder Name: Taylor Morrison, Permit Office: State, Zip: FL , Saivt City, Permit Number. 8 - 9 3 0 (SANFORD Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2pAR 1. New construction or existing New (From Plans) 9. Wall Types (3145.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 fl' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1482.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1482.00 fl= 6. Conditioned floor area above grade (ft') 2582 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= it, 11. Ducts R ft' 7. Windows(344.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 272.92 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16 00 b. Central Unit 25.2 SEER.16.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A fl' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.018 ft. Area Weighted Average SHGC- 0.312 14. Hot water systems a. Electric Cap. 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.134 Total Proposed Modified Loads: 71.57 PASSTotalBaselineLoads: 76.11 1 hereby certify that the plans and specifications covered by Review of the plans and TBE S742 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates complianceOft 0,, D-4"'-1 44^ with the Florida Energy Code. nn,; . •: „ O PREPARED BY: Before construction is completed a DATE: _ 2/_1.3/1.8-- this building will be inspected for compliance with Section 553.908 I hereby certify that this budding, as designed, is in compliance Florida Statutes. G'ODwiththeFloridaEnergyCode. wS' f4V OWNER/AGENT:-----_ UILDING OFFICIAL: - DATE: DATE: -- - - - 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). 2/13/2018 11.22 AM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 1 of 5 FORM R405-2017 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot314ThornbrookeAnaslasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 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 V Design Temp Int Design Temp Healing Design Daily Temp 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 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___- _—_ 13 ft° 19 0 0 1 2Slab-On-Grade Edge Insulalio 1st Floor 147.9 ft 0 1467 H' 0.37 0 0.63 3 Floor Over Other Space 2nd Floor -__- 1102 ft' 0 0.2 0 0.8 ROOF J Root Gable Roof Solar SA Emill Emill Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft2 370 W 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 1480 ft2 N N 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 CEILING Ceiling Type _ Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1s1 Floor 30 Blown 1311° 0.11 Wood 2 Under Attic (Vented) 2nd Floor 30 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_T.ype Space R Value Et In -FI In Area-R_Value-Eraction-Absor._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 06 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494 7 ft' 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul 1st Floor 41 4 11 9 4 45.9 ft' 0 0 0.6 0 4 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 023 0.6 0 5 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft' 0 0 0.6 0 6 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 5087 ft' 0 0 0.6 0 8 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 W 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 10 - Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 ft' 0 023 001 0 DOORS Omt Door Type Space Storms U -Value Width Height Area FI In FI In 1 NE Wood 1st Floor None 25 2 10 8 22.7 ft2 2 Wood 1st Floor None 25 2 7 6 8 17 2 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang 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 60 ft' 1 ft 0 in 1 It 0 in Drapes/blinds Exterior 5 2 N 1 Vinyl Low -E Double Yes 0.34 031 N 15 0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds Exterior 5 3 N 2 Vinyl Low -E Double Yes 0.34 031 N 5.0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4 N 2 Vinyl Low -E Double Yes 034 0.31 N 19.3 W 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 5 E 4 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 S 6 Vinyl low -E Double Yes 0.34 0.31 N 30 0 ft' 1 ft0 in 1 ft 0 in Drapes/blinds Exterior 5 7 S 7 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 8 W 8 Vinyl Low -E Double Yes 0.34 031 N 30.0 ft' 1 ft 0 in 1 ft0 in Drapes/blinds Exterior 5 9 W 8 Vinyl Low -E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 1`10 in Drapes/blinds None 10 W 9 Metal Low -E Double Yes 0.58 0.32 N 72.0 W 10 ft 8 in 0 ft 0 in None None 11 W 9 Vinyl Low -E Double Yes 034 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 2/13/2018 11:22 AM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 5 GARAGE 1 Floor Area Ceiling Area 455 ft' 455 Il' Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBlu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 075 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 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 Storage System Model # Collector Model # Area Volume FEF None None fN DUCTS v # Supply ---- Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft' Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 2/13/2018 11:22 AM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 5 FORM R405-2017 2/13/2018 11.22 AM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans - Cooling Jan He HJan Feb XFeb Mar Mar A r Apr May MaY Jun Junrl X Jul Jul X Aug AuSep Se j j Oct Oct Nov Nov I Dec X} Dec Ventin Jan l) Feb lX] X] Mar l Apr [ l May Jun Jul Aug Se X) Oct X Nov Dec Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/13/2018 11.22 AM EnergyGaugeO 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 (ft') 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: FL, New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=30.0 2582 b. N/A R= Area c. N/A R= 272.92 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft' ft' ft' 3.018 ft. 0.312 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Floor Over Other Space R=0.0 1102.00 ft' c. other (see details) R= 13.00 ft' 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Heat Pump b. 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 features. Q p Builder Signature: Date: Address of New Home: Gal r 4v( 00&e _ City/FL Zip: Area 1521.00 ft' 1380.60 ft' 244.22 ft' ft' Area 1482.00 ft' fl' ft' R ft' 6 293.4 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 21.8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat a Q wt;, 0 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. 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 w QDEL-AIR Manual S Compliance Report rffaTola • nm cotwrrro m1e a h u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lo13141rhornbrookeAna... Date: 6/4/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 18558 Btuh Entering coil DB: 75.8°F Outdoor design WB: 76.3°F Latent gain: 2768 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 21326 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19167 Btuh 103% of load Latent capacity: 3381 Btuh 1220/6 of load Total capacity: 22548 Btuh 106% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 18761 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22387 Btuh 119% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cf m 5.0 kW 90% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -Feb -1311.1239 Righl-Suile® Universal 2018 18.0 10 RSU24011 Page 1 140;A...eAnaslasiaGLENLol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces: E DEL --AIR Manual S Compliance Report MIMIC • °°' colfww=13 ahu 2 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 Job: Lo1314ThornbrookeAna... Date: 6/4/2014 By: FJF Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17507 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2941 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 20448 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 17872 Btuh 102% of load Latent capacity: 3093 Btuh 105% of load Total capacity: 20965 Btuh 103% of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 13620 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 165% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 87% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. C -46- wrightsoft- 2018 -Feb -1311.12:39 Right-SuileO Universal 2018 18.0 10 RSU24011 Page 2 4C(:;k eAnaslasiaGLE%Lol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E Component Constructions Job: Lol314ThornbrookeAna` DELAIR ... Date: 6/4/2014 KU=G •AOI CBN11rrowill 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 Location: Or Area Indoor: Heating Cooling Orlando Intl AP, FL, US Gain Indoor temperature (°F) 70 75 Elevation: 95 ft awh/ll' Design TD (°F) 28 18 Latitude: 28°N 13.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: fnsh, 2"x4" wood frm, 16" o.c. stud a 240 Daily range (°F) - 17 ( M) Method Simplified 562 Wet bulb (°F) - 76 Construction quality Average 292 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area U -value Insul R Hig HTM Loss Clg HTM Gain w 200 ba BWh/41••F ft'••F/aNh awh/ll' BWh Btuh/V BWh Walls 0.091 13.0 2.58 3528 2.34 3210 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 470 0.091 13.0 2.58 1209 2.34 1100 fnsh, 2"x4" wood frm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board inlfnsh Partitions 12C-Osw: Firm wall, r•13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood frm, 16" o.c. stud s 461 0.091 13.0 2.58 1186 2.34 1079 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 470 0.201 0 5.69 2675 4.35 2046 ne 24 0.201 0 5.69 134 4.35 102 e 51 0.201 0 5.69 292 4.35 223 s 470 0.201 0 5.69 2671 4.35 2044 w 150 0.201 0 5.69 851 4.35 651 all 1164 0.201 0 5.69 6623 4.35 5067 227 0.091 13.0 2.58 583 1.44 327 Windows 0.3402A-2ov: 2 glazing, clr low -e outr, air gas, vnl Irm mal, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 5D% drapes, medium; 1 ft 10.6 overhang (3 It window ht, 1 ft sep.), 6.67 ft head ht 152A-2ov: 2 glazing, Or low -e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s 30 W 0 w 289 all 2A-2ov: 2 glazing, clr low -e oulr, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it 0 overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head hl 289 2A-2ov: 2 glazing, cir low -e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 it overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 6 0.340 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.3 3518 5 0.340 0 9.62 48 10.6 53 19 0.340 0 9.62 185 10.6 204 wrightsoft- 2018 -Feb -13 11:12:39 Right-Suile® Universal 2018 18.0.10 RSU24011 page 1 eAnaslasiaGLENLol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, s 39 0.340 0 9.62 374 12.2 472 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft w 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 R window ht, 11.67 ft sep.), 6.67 ft head hl all 97 0.340 0 9.62 935 23.1 2241 2A-2omd: 2 glazing, cir low -e ouir, air gas, mil no brk Irm mat, cir innr, w 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.32); 10.67 ft overhang (8 It window ht, 0 ft sep.); 6.67 ft head hl Doors 11 D0: Door, wd sc type ne 23 0.390 0 11.0 250 12.0 272 n 17 0.390 0 11.0 190 12.0 207 all 40 0.390 0 11.0 440 12.0 478 Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1483 0.032 30.0 0.91 1343 1.74 2574 gypsum board int fnsh Floors 20P-191: Fir floor, firm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 0 0 wrightsOft- 2018 -Feb -13 11:12:39 Right-Suile® Universal 2018 18.0 10 RSU24011 Page 2 ACCA . eAnaslasiaGLE\Lot314ThornbrookeAnaslasiaGLE rup Calc - MJ8 House laces: E Component Constructions Job: Lot314ThornbrookeAna` DELAIR ... Date: 6/4/2014 IIEInxr.- =CORW110r 10 ahu 1 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 Location: Area Indoor: Heating Cooling Orlando Intl AP, FL, US n Indoor temperature (°F) 70 75 Elevation: 95 It 0.201 Design TD (°F) 28 18 Latitude: 28°N 470 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 2044 0 Daily range (°F) - 17 ( M) Method Simplified 0 Wet bulb (°F) - 76 Construction quality Average 440 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Irish Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int frish, 2"x4" wood Irm, 16" o.c. stud Or Area Ll -value Gain IF BwhM'-•F n 470 0.201 ne 24 0.201 e 51 0.201 S 470 0.201 W 150 0.201 all 1164 0.201 Windows 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl Irm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 It window ht, 11.67 ft sep.); 6.67 0 head ht 2A-2ov: 2 glazing, cir low -e outr, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 R overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 it w overhang (6.3 ft window ht, 11.67 it sep.); 6.67 ft head ht all 2A-2omd: 2 glazing, Or low -e ouir, air gas, mil no brk Irm mat, Or innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 it head ht Doors 11 DO: Door, wd sc type ne n all 227 0.091 5 0.340 19 0.340 Insul R Htg HTM Loss Cig HTM Gain II'-•F/BWh BWh/U' Bwh BWhlll' BWh 0 5.69 2675 4.35 2046 0 5.69 134 4.35 102 0 5.69 292 4.35 223 0 5.69 2671 4.35 2044 0 5.69 851 4.35 651 0 5.69 6623 4.35 5067 13.0 2.58 583 1.44 327 0 9.62 48 10.6 53 0 9.62 185 10.6 204 39 0.340 0 9.62 374 12.2 472 58 0.340 0 9.62 561 30.4 1769 97 0.340 0 9.62 935 23.1 2241 72 0.580 0 16.4 1182 16.8 1213 23 0.390 0 11.0 250 12.0 272 17 0.390 0 11.0 190 12.0 207 40 0.390 0 11.0 440 12.0 478 wrighttsoft- 2018 -Feb -13 11:12:39 SCA.-.+•. .._., Righl•SuileO Universal 2018 18.0.10 RSU24011 Page 3 eAnaslasiaGLE\Lol314ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces: E Ceilings 16B-30ad: Allic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 13 0.032 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 30.0 0.91 12 1.74 23 0 28.0 4140 0 0 wrightsoTt^ 2018 -Feb -13 11 1239 r-. Right-Suile® Universal 2018 18 0 10 RSU24011 Page 4 eAnaslasiaGLE\Lol3l4ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces- E t trols • Itlfl coamr1B11BtuCom onent Constructions Job: Lot314T hornbrookeAna! DEL -AIR Date: 6/4/2014 ahu ... 2 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 Project• • For: Taylor Morrison Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft BluhMt-'F Design TD (°F) 28 18 Latitude: 280N BWh Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 470 0.091 Daily range (°F) - 17 ( M) Method Simplified 1100 Wet bulb (°F) - 76 Construction quality Average 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 0.340 0 1fa BluhMt-'F b'-•F/BNh BWh/h, BWh MAW BWh Walls 289 30.4 911 30 0.340 0 9.62 289 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 470 0.091 13.0 2.58 1209 2.34 1100 fnsh, 2"x4" wood Irm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 0 s 461 0.091 13.0 2.58 1186 2.34 1079 W 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, cir low -e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (3 ft window ht, 1 It sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 It e overhang (5 ft window hl, 1 If sep.); 6.67 ft head ht s W W all Doors none) Ceilings 16B-30ad. Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int Irish Floors 20P-191: Fir floor, firm fir, 12" thkns, r-19 cav ins, gar ovr 6 0.340 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.3 3518 1469 0.032 30.0 0.91 1331 1.74 2551 13 0.050 19.0 1.41 18 0.71 9 t -Fk wri-ght5oft- 2018-Feb•1311.1239 Righl-Sude® Universal 2018 18.0.10 RSU24011 Page 5 eAnaslasiaGLE%Lol314ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces: E Job: Lot314ThornbrookeAna1... DEL -AIR Project Summary Date: 6/4/2014 KE1, G - 111H COKDMKMG 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 Notes: RVSD 2/1/16 JA Heating Btuh LS 3/8/16 Area (ft -2) 2582 LS 6/21/16 JA 2582 Volume (ft3) LS 10/27/16 JA 0 26938 Design Information Btuh LS 3/ /17 A Equiv. AVF (cfm) 184 LS 11/ ,gA Orlando Intl AP, FL, US Heating Equipment Winter Design 69MtR04 Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Model n/a Daily range M Efficiency Relative humidity 50 % Sensible cooling Moisture difference 46 gr/Ib Heating Summary Structure 26189 Btuh Ducts 6192 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 32381 Btuh Simplified Average 0 Sensible Cooling Equipment Load Sizing Structure Heating Btuh Cooling Area (ft -2) 2582 Central vent (0 cfm) 2582 Volume (ft3) 26938 0 26938 Air changes/hour 0.41 Btuh0.21 Equiv. AVF (cfm) 184 Cooling Equipment Summary 94 Heating Equipment Summary Trade n/a Make n/a Cond n/a Trade n/a Coil n/a Model n/a Efficiency AHRI ref. n/a Sensible cooling 0 Efficiency Latent cooling 0 n/a Heating input 0 Btuh Actual air flow Heating output cfm 0 Btuh Temperature rise Static pressure 0 OF Actual air flow 0 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Sensible Cooling Equipment Load Sizing Structure 27219 Btuh Ducts 8846 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Btuh Equipment sensible load 36065 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 1544 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5709 Btuh Equipment Total Load (Sen+Lat) 41774 Btuh Req. total capacity at 0.70 SHR 4.3 ton Cooling Equipment Summary ke n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Pk- wrightsoft- 2018 -Feb -13 11:12:39 Right -Suite® Universal 2018 18.0. 10 RSU24011 Page 1 ACCK .. eAnaslasiaGLE\Lol314ThornbrookeAnastasiaGLE rup Calc - MJ8 House laces. E Project Summar Job: Lot314ThornbrookeAna... DEL -AIR anu Date: 6/4/2014 MIMIC - AMBy: 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 Notes: RVSD 2/1/16 JA Btuh @ 47°F 24 LS 3/8/16 840 cfm LS 6/21/16 JA cfm/Btuh 0.30 LS 10/27/16 JA 0 Btuh Information Btuh LS 3/ /17 A 18558 Btuh LS 11A` Orlando Intl AP, FL, US ton Winter Design 69AiN08A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF 0.30 Daily range M 0.87 Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Structure 16866 Btuh Ducts 1895 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 18761 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area (ft He 1468 Coo1467z7 Volume W) 13715 13715 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 88 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 37 OF Backup: 8.5 HSPF 21800 Btuh @ 47°F 24 0 840 cfm 0.045 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16473 Btuh Ducts 2084 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Btuh Equipment sensible load 18558 Btuh Latent Cooling Equipment Load Sizing Structure 2611 Btuh Ducts 157 Btuh Central vent (0 cfm) 0 Btuh pone) A H R I ref 10258598 Equipment latent load 2768 Btuh Equipment Total Load (Sen+Lat) 21326 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR A H R I ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1Qhtsoft- 2018 -Feb -13 11:12 39 Righl-Suile® Universal 2018 18 0 10 RSU24011 Page 2 eAnaslasiaGLE\Lol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces, E Project Summar Job: Lo*14ThornbrookeAna... JQDEL--AIR ani 2 Date: 6/4/2014 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 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Desi_qn Information LS 3/ /17 A LS 11,A: Orlando Intl AP, FL, US Winter Design 6UNWA Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9323 Btuh Structure 10746 Btuh Ducts 4297 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humnone idification 0 Btuh Blowere) 0 Btuh Piping 0 Btuh Equipment load 13620 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17507 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1554 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 1115 1115 Equipment latent load 2941 Btuh Volume (IP) 13223 13223 Air changes/hour 0.44 0.22 Equipment Total Load (Sen+Lat) 20448 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Healing output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 30 OF Backup: lnpul = 3 kW, Output= 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018•Feb-13 11 12:39 r • -^ •^-• Right-SuileO Universal 2018 18.0. 10 RSU24011 ACCP. Pae 39 eAnastas aGLE Lo1314ThornbrookeAnastasiaGLE.rup Calc MJB House laces E 1 DEL -AIR Right -JO Worksheet ouffm-MOMMUMNIMI Entire House DEL -AIR HEATING & AIR hone: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.9 It 9.2 It 2939.3 112 ahu 1 147.9 It 93 If 1470.0 112 Ty construction number U -value Btuh/It2-•F) Or HTM at 112) Area (112) or perimeter (11) Load BI h) Area (112) or perimeter (11) Load Bluh) Heal cod Gross N/P/S Heal cod Gross N/P/S Heal cool 6 Vj/ 1- CC 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 0 0 0 0 0 0 0 0 0 0 0 0 11 G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 962 4.35 10.58 10.58 494 5 19 470 0 0 2675 48 185 2046 53 204 494 5 19 470 0 0 2675 48 185 2046 53 204 t13A-2ocs O 11 D0 0.201 0.390 no no 5.69 11.04 4.35 11.99 46 23 24 23 134 250 102 272 46 23 24 23 134 250 102 272 I 6 12C-Osw 2A-2oy 0.091 0.340 a a 2.58 9.62 2.34 30.36 270 30 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W 13A-2 02Q1 g_ U 4.35 i 51 292 223 51 1 292 223 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 0 0 0 0 0 0 0 0 V1l G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 508 39 470 0 2671 374 2044 472 508 39 470 0 2671 374 2044 472 12C-0sw 2A -20v 28.21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 3036 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 16.85 3036 280 72 S8___0__ 150 72 851 1182 561 651 1213 1769 280 72 58 150 72 0 851 1182 561 651 1213 1769 q D 12C-Osw 11D0 0.091 0.390 n 2.58 11.04 1.44 11.99 244 17 227 17 583 190 327 207 244 17 227 17 583 190 327 207 C 168.30ad 0.032 0.91 1.74 1483 1483 1343 2574 13 13 12 23 F MP -191 0 050 1.41 0.71 13 13 18 9 0 0 0 0 F 224-tpl Q.2P 27.99 0.00 1470 148 4140 0 147Q 140 414Q 0. 6 c) AED excursion 2658 2212 Envelope loss/gain 20478 21616 14149 11818 12 a) Infiltration b) Room ventilation 5711 0 1809 0 2717 0 861 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 6 1380 2415 Subtotal (lines 6 to 13) 26189 27219 16866 16473 14 15 Less external load Less transfer Rechslribulion Subtotal DuctIoads 1 24%1 329/6 0 0 0 26189 1 61921 0 0 0 27219 8846 11% 13% 0 0 0 16866 1895 0 0 0 16473 2084 Total room load Air required (clm) 32381 1680 36065 1680 1 18761 1 840 18558 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoP!•' 2018 -Feb -1311:12:39 cA Right -Suite® Universal 2018 18.0.10 RSU24011 Page 1 eAnaslasiaGLE\Lot314ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces: E j DEL -AIR Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327Cone ND407'On266655 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot 314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 It 1469.3 02 Ty Construction number U -value BluWI12-•F) Or HTM BI 112) Area (I12) or perimeter (11) Load BI h) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0 340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 11 y/ I --Ci L_{; 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 I/ D 13A-2ocs 11 D0 0.201 0.390 ne no 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 Vj/ L -G 12C-Osw 2A -ZDV 0.091 0.340 a a 2.58 9.62 2.34 30.36 270 30 240 0 618 289 562 911 W 13A-2 90201 e, 5_69 4. 0 0 Q Vy G 12C -Os w 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 vy G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 435 12.15 0 0 0 0 0 0 0 0 Vj/ CC 12C-Osw 2A -2w 28-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 Lel( T=2 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0 340 w w w 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 C 165.30ad 0.032 0.91 1.74 1469 1469 1331 2551 F 2OP-191 0.050 1.41 0.71 13 13 18 9 2 _td 2 Q,.44 0 Q Q D 6 c) AED excursion 447 Envelope loss/gain 6329 9798 12 a) Infiltration b) Room ventilation 2994 0 948 0 13 Internal gains: Occupants @ 230 Appliances/other 0 10 0 Subtotal (lines 6 to 13) 9323 10746 14 Less external load Less transfer Redstribulion Subtotal Duct loads 1 46% 631/6 0 0 0 9323 4297 0 0 0 10746 6761 r Total room load Air required (clm) 13620 840 17507 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoFt!- cA Right UUniversal2018- Feb-13 11:12 39 Universal 2018 t8 O. t0 RSU240tt Page 2 eAnaslasiaGLE1Lol314ThornbrookeAnaslasiaGLE.rup Catc - MJ8 House laces: E 1 DEL -AIR Right -JO Worksheet 10-AMCOM "MM ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407ION6NGax 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147 9 If 9.3 It 14700 ft= mslr rm 42.0 It 9.3 It heat/cool 17.0 x 15.5 It 263.5 Ilz Ty Construction number U -value Bluh/ftZ°F) Or HTM Bluh/f17) Area (I12) or perimeter (fl) Load BI h) Area (II2) I or perimeter (II) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 Vjl 12C-Osw 2A•2ov 2A•2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ C Imo; 13A-2ocs 2A-2ov 2A•2ov 0.201 0 340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 494 5 19 470 0 0 2675 48 185 2046 53 204 159 0 0 159 0 0 902 0 0 690 0 0 1y D 13A-2ocs 11DO 0.201 0.390 no ne 5.69 11.04 4.35 11.99 46 23 24 23 134 250 102 272 0 0 0 0 0 0 0 0 VN Y -C 12C-Osw 2A•ZDv 0.091 0.340 e a 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-29cs 0.201 q 5_69 a•35 1 292 223 0 0 0 0 G 12C -Os w 2A•2ov 0.091 0.340 s s 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tVII G 13A•2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 508 39 470 0 2671 374 2044 472 89 0 89 0 504 0 386 0 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0 340 w w w 0.00 0.00 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 569 16.41 9.62 4.35 16.85 30.36 280 72 58 150 72 0 851 1182 561 651 1213 1769 145 0 58 86 0 0 491 0 561 376 0 1769 q 1-D 12C•osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 1199 244 17 227 17 583 190 327 207 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1 74 13 13 12 23 0 0 0 0 F 2OP-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A -td 0_ Z7.915st4 147 148 414D Q 264 42 1176 0 6 c) AED excursion 2212 883 Envelope loss/gain 14149 11818 3634 4104 12 a) Infiltration b) Room ventilation 2717 0 861 0 771 0 244 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 16866 16473 4405 1 5178 14 IS Less external load Less transfer Redistribution Subtotal Duct loads 111% 131/6 0 0 0 16866 1895 0 0 0 16473 2084 10°/, 10% 0 0 0 4405 441 0 0 0 5178 518 Total room load Air required (cfm) 1876118558 840 840 4846 217 5696 258 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -FP- wrghtsoPt^ 2018 -Feb -1311'12:39 A Righl-Suite® Universal 2018 180 10 RSU24011 Page 3 eAnaslasiaGLE\Lo1314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E DEL --AIR IQ11N0 • a cm nolmro Right -JO Worksheet ahu 1 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: Lot 314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 12.0 It 9.3 It heaYcool 12.0 x 8.0 It 96.0 It2 mslr wic 0 It 9.3 11 heat/cool 6.5 x 7.5 It 488 Itz Ty construction number U -value Bluh/112-•F) Or HTM BI fig Area (112) or perimeter (11) Load at h) Area (Ilg or perimeter (11) Load Bluh) Heal cod Gross N/P/S Heal cod Gross N/P/S Heal cool 6 yl 12C-Osw 2A-2ov 2A -ZDV 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ G 1-( 13A•2ocs 2A•20v 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 112 0 0 112 0 0 637 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ D 11 2ocs 11 DO 0.201 0.390 no ne 5.69 11.04 4.35 11 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 t-G2A•2ov 1213-0sw 0.091 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W13A•2yr 0201 e 5_69 0.00 0.00 4.33 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 Q V/ G 1213-0sw 2A-2ov 0.091 0.340 s s 0 0 0 0 0 0 0 0 0 0 Vy C 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 C C 12C-0sw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A•2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-D' t2C•Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0 91 1 74 0 0 0 0 0 0 0 0 F 2OP•191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Ipl O_W 7.99 9_QQ 96 12 336 0 49 0 0 6 c) AED excursion 17 0 Envelope loss/gain 973 471 0 0 12 a) Infiltration b) Room ventilation 220 0 70 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subiolal (lines 6 to 13) 1193 540 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10'/0 10% 0 0 0 1193 119 0 0 0 540 54 10% 1 101/0 0 0 0 0 0 0 0 0 5 0 Total room load Air required (clm) 1312 59 594 27 0 0 5 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FW wr60I t:woT`t- 2018 -Feb -1311:12:39 A -'-' Right-Sude® Universal 2018 18.0.10 RSU24011 Page 4 eAnastasiaGLE%Lol314ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces: E RDEL--AIR Right -JO Worksheet M01.ID•001 1101 W ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr we 0 It 9.3 It heat/cool 5.5 x 3.5 It 19.3 112 study 21.0 It 9.3 It heat/cool 1.0 x 146.5 It 146.5 112 Ty Construction number U -value Btuh/112-"F) Or HTM 81uh/112) Area (It2) or perimeter (II) Load BI h) Area (112) or perimeter (11) Load Btuh) Heat cool Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 Vrl 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ L.- C G_ 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 1058 0 0 0 0 0 0 0 0 0 0 0 0 145 0 19 125 0 0 713 0 185 545 0 204 y/ t -D 13A-2ocs 11 DO 0.201 0 390 ne ne 5.69 11.04 0.00 0.00 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VI/ G 12C -Os w 2A-2ov 0.091 0 340 a a 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-24cs 0201 e s s U9 0.00 0.00 435 0.00 0.00 0 0 0 0 51 51 292 223 yJ Y_C 12C-0sw 2A-2ov 0.091 0.340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t -G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ CC 12C-0sw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C f R D 13A-2ocs 2A-Zomd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 2.58 11.04 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 11 DO 0.091 0.390 n 144 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 20P-191 0.050 000 0.00 0 0 0 0 0 0 0 0 F 22A-Ipl Q W Z7 99 O 00 19 l) 0 0 147 21 588 9 6 c) AED excursion 0 33 Envelope loss/gain 0 0 1778 940 12 a) Infiltration b) Room ventilation 0 0 0 0 386 0 122 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 0 Subtotal (Imes 6 to 13) 0 5 2164 1 1062 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 0 0 0 0 0 5 01 101/6 102/6 0 0 0 2164 216 0 0 0 1062 106 Total room load0 Air required (clm) 0 5 0112380 107 1168 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFxtsotPt- 2018.Feb. 13 it 1239 4C A Righl-Suite® Universal 2018 18.0.10 RSU24011 Page 5 eAnaslasiaGLE\Lol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces: E RDEL--AIR NOM - = tmmmormw Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area uIll 4.0 It 9.3 It heat/cool 4.0 x 11.5 It 46.0 flz pwdr 4.0 II 9.3 It heat/cool 4.0 x 11.5 11 46.0 112 Ty Construction number U -value Bluh/42-19 Or HTM Bi fig Area (111) or perimeter (II) Load BI h) Area (fig or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 Vjl 12C-Osw 2A -20v 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I-(3 13A•2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 37 0 0 37 0 0 212 0 0 162 0 0 37 5 0 32 0 0 184 48 0 141 53 0 Vy D 13A-20cs 11DO 0.201 0.390 no ne 5.69 435 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ 12C-Osw 2A-2ov 0.091 0 340 a a 11_04 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0301 Q 5_69 4.35 Q 0 0 0 0 09 0 Vy Y_C 12C -Os w 2A•2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy i 13A•2oCs 2A•2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H-( 12C-Osw 2A•2ov 2B -21v 0.091 0.340 0.340 w w w 000 000 000 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ Lam_((; 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 962 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 1-D 12C -Os w 11 DO 0.091 0.390 n 2.58 11.04 144 1199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Ipt 00 27.99 0.00 46 4 112 0 4f 4 112 0 6 c) AED excursion 23 6 E nvebpe loss/gain 324 139 344 187 12 a) Infiltration b) Room ventilation 73 0 23 0 73 0 23 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 398 762 4171 210 14 15 Less external load Less transfer Redislnbulton Subtotal Duct loads 10% 10% 0 0 0 39 8 40 0 0 0 762 76 10°/Y 10% 0 0 0 417 42 0 0 0 210 21 Total room load Air required (clm) 437 20 839 38 1 1 459 21 231 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgF tsoYt' A 2018 -Feb -1311.1239 Right -Suite® Universal 2018 18.0 10 RSU240t1 Page 6 eAnastasiaGLE\Lot314ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces: E DEL --AIR Iameo • aw Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONING, 531 CODISCO WAY, SANFORD, FL 32771 hone• 407.333.2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot314ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area lamily rm 35.0 It 9.3 It heat/cool 20.5 x 14.5 It 297.3 Ile dining rm 10.0 It 9.3 It heal/cool 1.0 x 210.0 It 210.0 112 Ty Construction number U -value Bluh/It2•F) Or HTM Ell 112) Area (Ili or perimeter (II) Load Bt h) Area (I12) or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 Vy 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V f; 1-G 13A-2ocs 2A-2ov 2A-2ov 0201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl D 13A-2ocs 11 DO 0.201 0.390 ne ne 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ t -G 12C -Osw 2A-2ov 0.091 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A•2ocs 0.2Q 5.0 4.35 0.00 0.00 0 0 0 0 Q 0 Q 0 t -G 1210 -Os w 2A-2ov 0.091 0.340 s s 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 13A-2ocs 2A-2ov 0.201 0.340 s 5 5.69 9.62 4.35 12.15 191 0 191 0 1088 0 832 0 93 39 54 0 310 374 237 472 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 16.85 30.36 135 72 0 63 72 0 360 1182 0 275 1213 0 0 0 0 0 0 0 0 0 0 0 0 0 R 0 1 ZC-Osw 11 DO 0.091 0.390 n 2 58 11.04 1.44 1199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 20P_191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 27A-1-tpl_9 9 9 27.99 Qg 297 35 980 0 21U 10 280 0 6 c) AED excursion 1400 193 Envelope loss/gain 3609 3721 963 802 12 a) Inlillralion b) Room ventilation 643 0 204 0 184 0 58 0 13 Internal gains, Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4252 4844 1147 1090 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 10% 10% 0 0 0 4252 425 0 0 0 4844 484 10% 10% 0 0 0 1147 115 0 0 0 1090 109 Total room load Air required (clm) 4677 209 5329 241 1262 56 1199 54 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. P- wrigFsCsoPt- 2018 -Feb -13 11 12 39 Right-Surle® Universal 2018 18.0.10 RSU24011 Page 7ACCKeAnaslasiaGLE\Lo1314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces: E RDEL--AIR wanro • aw colonormra Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277111 hND4071O11266655 Fax 407-333.3853 Web WWW.DEL-AIR.COM Job: Lot 314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 it 9.3 It heal/cool 6.0 x 3.5 It 21.0 It= kitchen 19.9 It 9.3 11 heat/cool 1,0 x 275.8 II 275.8 It2 Ty Construction number U -value Btuh/flx-•F) Or HTM BluNfl:rl Area (fly or penmeter (fl) Load BI h) Area (II2) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vt/ SCC 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 GT 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 5.69 9.62 9.62 4.35 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 27 0 0 20 0 0 Vy- 1D 13A-2ocs 11 DO 0201 0 390 ne ne 5.69 11.04 4.35 11 _99 0 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 Y12C-Os G w 2A-2ov 0.091 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs_2Q1 X69 0.00 0.00 4.35 0.00 0.00 0 0 0 0 0 0 0 0 y/ t -G 12C -Os w 2A-2oy 0.091 0.340 s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t -G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 0 VE/ 12C-0sw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-0sw 11 DO 0.091 0.390 n 2.58 1104 1.44 11.99 0 0 0 0 0 0 0 0 244 17 227 17 583 190 327 207 C 168.30ad 0.032 0.91 1.74 0 0 0 0 13 13 12 23 F ZOP=191 0_050 000 0.00 0 0 0 0 0 0 0 0 F 22A-IpI 0_M 27.99- Q00 21 0 0 q 27¢ 20 557 0 6 c) AED excursion 0 85 Envelope loss/gain 0 0 2523 1455 12 a) Inlillralion b) Room ventilation 0 0 0 0 366 0 116 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 1200 Subtotal (lines 6 to 13) 0 5 2889 2771 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 101% 0 0 0 0 0 0 0 0 5 0 171/0 261/6 0 0 0 2889 498 0 0 0 2771 714 Total room bad Air required (cfm) 0 0 5 0 1152 3387 3485 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoPt- 2018 -Feb -13 11 12 39 A Righl-SuileO Universal 2018 18 0 10 RSU24011 Page 8 eAnastasiaGLE1Lol314ThornbrookeAnaslasiaGLE.rup Calc . M.18 House laces E DEL -AIR mnnw • 11111 om MOMMIS Right -JO Worksheet ahu 2 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407.333.2665 Fax 407.333.3853 Web, WWW.DEL-AIR.COM Job: Lot314ThornbrookeAnastaS... Date: 6/4/2014 By: FJF Room 2 3 4 5 name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 It 1469.3 112 rm 2 39.5 It 9.0 It heat/cod 14.5 x 15.5 II 224.8 Itz Ty Construction number U -value BluWflZeF) Or HTM BI 112) Area (ft2) or perimeter (It) Load BI h) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Vj/ 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2 34 10.58 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 131 0 0 131 0 0 336 0 0 306 0 0 11 T:2A-2ov 13A-2ocs 2A-2ov 0.201 0.340 0 340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Il D 13A-2ocs 11 DO 0.201 0.390 no no 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 O_0 0 0 0 0 0 y/ G 12C-Osw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 30.36 270 30 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W 13A-2ocs 0_201 e COQ P,QQ 0 0 0 0 0 0 Q Q V/ t -G 12C -Os w 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 491 30 461 26 1186 289 1079 323 86 0 86 0 220 0 200 0 G 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0.091 0 340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 Vjl 13A-2ocs 2A-2omd 2A -20v 0.201 0.580 0.340 w w w 0.00 0.00 0.00 0.00 0.OD 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O__0 0 0 0 0 0 0 F D 12C-Osw 11 DO 0 091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.91 1.74 1469 1469 1331 2551 225 225 204 390 F 2OP-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tpI 09m 0.00 0 0 0 0 0 0 0 Q 6 c) AED excursion 447 276 Envelope loss/gain 6329 9798 1330 2340 12 a) Inlillration b) Room ventilation 2994 0 948 0 700 0 222 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Sublolal (lines 610 13) 9323 10746 20301 2561 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 461% 631/6 0 0 0 9323 4297 0 0 0 10746 6761 461/6 631/6 0 0 0 2030 936 0 0 0 2561 1612 Total room load Air required (cim) 13620 840 17507 840 2966 183 4173 200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f* wrfigFslsofP!- 2018 -Feb -1311:12:39 Right-6uiieo Universal 2018 18.0 10 RSU24011 Page 9 eAnaslasiaGLE%Lol314ThornbrookeAnastasiaGLE rup Calc = MJ8 House laces E DEL --AIR Right -J® Worksheet ruatwo•111011 nmmu ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327C ND407IOn266655 Fax: 407-333.3853 Web WWW.DEL-AIR COM Job: Lot314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dmensions Room area blh 2 90 11 9.0 II heal/cool 9.0 x 6.0 It 54.0 112 bih 3 11.5 It 90 It heat/cool 11.5 x 6.0 It 69.0 112 Ty Construction number U -value BIuWfl;oF) Or HTM Bluh/Il Area (112) or perimeter (II) Load Bluh) Area (IIS or perimeter (II) Load Bluh) Heat cool Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 y/ C C 12C-Osw 2A-2av 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 81 6 0 75 0 0 193 58 0 176 63 0 104 0 0 104 0 0 267 0 0 243 0 0 11 G I 3 13A.2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy D 13A-2ocs 11DO 0.201 0.390 ne no 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1! t --G 12C -OSw 2A-2ov 0.091 0.340 a a 258 962 234 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 Q_QO 0 0 0 Q Q 0 Q 0 ylLG 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy t -G 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L- CC 12C.Osw 2A-2Dv 28-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L -D 12C-Osw 11 DO 0.091 0.390 n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 40' 0 0 C 16B-30ad 0.032 0.91 1.74 54 54 49 94 69 69 62 120 F 2OP-191 141 0.71 0 0 0 0 0 0 0 0 22A-Ipl 1-000 Q M_ 0 00 Q.W 0 0 0 0 Q 0 0 0 6 c) AED excursion 35 39 Envelope loss/gain 300 298 329 323 12 a) Irlldlration b) Room ventilation 159 0 50 0 204 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 459 348 533 387 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 46% 63% 0 0 00 459 212 0 0 348 219 46% 63% 0 0 0 533 246 0 0 0 387 244 Total room load Air required (cfm) 671567 41 27 778 48 631 30 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. iJr wriwv tlwc i`t- 2018 -Feb -1311:12.39 AGCP-.-'-^ Righl-Su4eO Universal 2018 18.0.10 RSU24011 Page 10 eAnaslasiaGLE\Lo1314ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces: E JDEL-AIR roan= • ea t ormrllmmra Right -JO Worksheet ahu 2 DEL -AIR HEATING 81 AIR 531 CODISCO WAY. SANFORD, FL 327C ND407ION6NGax• 407.333.3853 Web WWW.DEL-AIR COM Job: Lot314ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28.0 It 9.0 It heat/cool 14.0 x 14.0 It 196.0 112 rm 3 wic 7.0 It 9.0 II heat/cool 9.5 x 50 If 47.5 It2 Ty Construction number U -value Bluh/Itx-•F) Or HTM BI f12) Area (I12) or perimeter (It) Load Bluh) Area (112) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0 340 n n n 2.58 9.62 9.62 2.34 10.58 126 0 15 111 0 0 286 0 144 260 0 159 18 0 0 18 0 0 46 0 0 42 0 0 11 V T=2 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 000 000 10.58 OAO 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl L -D 13A-2ocs 11 DO 0.201 0.390 ne ne 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y12C-Os G w 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 30.36 126 15 111 0 286 144 260 455 45 0 45 0 116 0 105 0 W Y12C-Os Y_C 13A-2ocs w 2A-2ov 0L201 e 000 2.58 9.62 000 2.34 10.77 0 0 0 0 0 0 Q P. 0.091 0.340 s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y13A-2ocs G 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy S 13A-2ocs 2A-2Dmd 2A-2ov 0.201 0.580 0 340 w w w 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ij D 11 D0DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 091 1.74 196 196 177 340 48 48 43 82 F 2OP-191 0 050 1 41 0.71 0 0 0 0 11 11 16 8 2za,-Ip o _seg 0 00 0_0 Q o 0 o Q o Q o 6 c) AED excursion 83 26 Envelope losstgain 1038 13911221 213 12 a) Infiltration b) Room ventilation 496 0 157 0 124 0 39 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 1534 1549 345 252 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 46%o 631% 0 0 0 1534 707 0 0 0 1549 974 46% 1 63% 0 0 0 345 159 0 0 0 252 158 Total room load Air required (clm) 2241 138 2523 121 504 31 410 20 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -Feb -1311:12:39 Right-SuileO Universal 2018 18.0 10 RSU24011 Page It eAnastasiaGLE\Lol3t4ThornbrookeAnastasiaGLE.rup Calc - MJ8 House laces: E DELAIR Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407.333.2665 Fax, 407.333.3853 Web' WWW.DEL-AIR.COM Job: Lo1314ThornbrookeArtastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 II 9.0 It heat/cool 13.0 x 11.0 It 143.0 It2 loll 11.5 It 9.0 11 heat/cool 11.5 x 11.0 It 126.5 112 Ty Construction number U -value Btuh/ll;•F) Or HTM BI 112) Area (112) or perimeter (11) Load BI h) Area 011) or perimeter (11) Load Bluh) Heat Cool Gross N/P/s Heat Cod Gross N/P/S Heat Cool 6 Vj/ I -C C 12C-0sw 2A•2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 2.34 9.62 10.58 9.62 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y! E-( T 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy D 13A-2ocs 110 0.201 0.390 ne ne 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 11 12C-Osw 2A-2ov 0.091 0.340 a a 2.58 2.34 9.62 30.36 99 15 84 0 216 144 197 455 0 0 0 0 0 0 0 0 W 13A•2ocs 0291 a O.QQ UIQ 0 0 0 0 0 Q 0 ty/ G 12C -Os w 2A•2ov 0.091 0.340 s s 2.58 2.34 9.62 10.77 117 0 117 0 301 0 274 0 104 30 74 26 189 289 172 323 t -C 13A•2ocs 2A-2ov 0.201 0.340 s s 000 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 28-21v 0.091 0 340 0.340 w w w 2.58 2.34 9.62 3036 9.62 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A•2ov 0.201 0.580 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F D 12C-Osw 11 DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16 3D30ad 0.032 0.91 1.74 143 143 130 248 127 127 115 220 F 20P•191 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F 22A -Ip 9 p_QQ _Q -w 0 0 0 0 Q 0 0 0 6 c) AED excursion 39 39 Envelope loss/gam 793 1215 593 676 12 a) Infiltration b) Room ventilation 425 0 135 0 204 0 65 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1218 1350 796 1 741 14 Less external load Less transfer Redislnbulion Subtotal ouclloads 46°/, 1 0 0 0 1218 561 0 0 0 1350 849 46% 63'/0 0 0 0 796 367 0 0 0 741 466 r Total room bad Air required (clm) 17802199 110 105 1163 72 1207 58 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrigF CsoP!- 2018 -Feb -1311:12:39 AG(:A Right-SumleO Universal 2018 18 0.10 RSU24011 Page 12 eAnastasiaGLE%Lo1314ThornbrookeAnaslasiaGLE.rup Calc - MJ8 House laces' E 1' DEL -AIR Right -JO Worksheet mn1.m-aorco nmmra ahu 2 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: Lot314ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 9.0 It heat/cool 20.5 x 145 It 297.3 42 stairs 3.5 It 9.0 It heal/cool 1.0 x 311.3 It 311.3 112 Ty Construction number U -value Bluh/112-•F) Or HTM BI 112) Area (Il2) or perimeter (II) Load BI h) Area (112) or perimeter (0) Load Btuh) Heat Cool Gross WP/S Heal Cod Gross N/P/S Heat Cod 6 Vjl 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 11 CT=2T=2 13A-2ocs 2A•2ov 2A-2ov 0.201 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy D 13A-2ocs 11 DO 0.201 0.390 no no 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj! Y-(' 12C -Os w 2A-2ov 0.091 0.340 a a 2.58 9.62 234 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs O_ZQ1 e 0_QQ 0UO 2.34 1077 0 0 0 0 0 0 0 0 y! t -G 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 Y13A•2ocs f 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I-CC 12C-Osw 2A•2ov 2B -21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 131 0 40 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580w 0.340 w w O.OD 0.00 0.00 O.OD 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 297 297 269 516 311 311 282 540 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•1 9.89 DOO 9.1 0 0 0 0 Q 0 0 6 c) AED excursion 412 58 Envelope losstgain 1362 2787 363 556 12 a) Inldtration b) Room ventilation 620 0 196 0 62 0 20 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 1982 2983 425 575 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 461/0 63% 0 0 0 1982 914 0 0 0 2983 1877 461% 63'/, 0 0 0 425 196 0 0 0 575 362 Total room load Air required (cfm) 2896 179 4860 233 621 1 38 937 45 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. i- wrigFstsot!- 2018 -Feb -1311.12:39 Right-Suile® Universal 2018 180.10 RSU24011 Page 13 eAnaslasiaGLE%Lol3t4ThornbrookeAnaslasraGLE rup Calc = MJ8 House laces E 1 DEL -AIR Duct System Summary ttUMO. AM CONN1181 M ahu 1 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 Job: Lot314ThornbrookeAna... Date: 6/4/2014 By: FJF Name 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 0.148 irV100ft 0.148 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) family rm 162 ft Name Design Bluh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm h 1262 56 54 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm c 5329 209 241 0.183 8.0 Ox 0 VIFx 36.2 95.0 stl kitchen c 3485 152 158 0.212 7.0 Ox 0 VIFx 18.1 95.0 stl mstr b1h h 1312 59 27 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 msir rm c 5696 217 258 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 msir We c 5 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3 mstr Wit: c 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 s13 pantry c 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 SO pwdr h 459 21 10 0.194 4.0 Ox 0 VIFx 28.6 95.0 stl study h 2380 107 53 0.195 6.0 Ox 0 VIFx 27.8 95.0 SO util c 839 20 38 0.191 4.0 Ox 0 VIFx 30.9 95.0 SO C -Fk wrighti:soR- 2018 -Feb -1311 1241 Right -Suite® Universal 2018 18 0.10 RSU24011 Page 1 AC47-p'...eAnastasiaGLENLol3l4ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 276 285 0.148 363 12.0 0 x 0 VinlFlx SO stl Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx C -Fk wrighti:soR- 2018 -Feb -1311 1241 Right -Suite® Universal 2018 18 0.10 RSU24011 Page 1 AC47-p'...eAnastasiaGLENLol3l4ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx 1 -Fk wrightsoR" 2018 -Feb -1311 12.41 Right-Suile® Universal 2018 18 0 10 RSU24011 Page 2 4CCA . eAnaslasiaGLE\Lol314ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces: E DEL -AIR Duct System Summary tIUM0•AMCOKWTWMG ahu 2 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 Job: Lot314ThornbrookeAna... Date: 6/4/2014 By: FJF Name 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 0.202 in/100ft 0.202 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) Ox 0 VIFx 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 671 41 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 blh 3 h 778 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1163 72 58 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2430 89 117 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2430 89 117 0.286 6.0 Ox 0 VIFx 14.0 70.0 FM 2 c 4173 183 200 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1780 110 105 0.206 6.0 Ox 0 VIFx 31.5 85.0 s12 rm 3 wic h 504 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2241 138 121 0.281 7.0 Ox 0 VIFx 15.5 70.0 stars c 937 38 45 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 183 0.202 481 9.0 0 x 0 VinlFlx 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx Wrightson' 2018 -Feb -1311:12:41 A •- m •.. .._ ...-. Right•Su4eO Universal 2018 18.0.10 RSU24011 Page 3 ACC..eAnaslasiaGLE\Lol314ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1314ThornbrookeAnaslasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, Slate, 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements 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 comers 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/door jambs 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 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 ceefinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 2/13/2018 11:22 AM EnergyGaugeO 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: O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v6.0 2/13/2018 11:22:17 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: Lot314ThornbrookeAnaslasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C n: Sinale or Multi Point Test Data R: 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)0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heal 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: 2/13/2018 11:23 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 767r 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)0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heal 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: 2/13/2018 11:23 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software SHE STa7A00, zrO r r COD v INE I I 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 InstallationThe 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 lest, 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 lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers or doors, and outdoor combustion air. Where using light -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 light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built windows, skylights and doors 2/13/2018 11:22 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h 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 gaskeled 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 SECTION R403 SYSTEMS R403.1 Controls. 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 heal 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)0, (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 manufacturers 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. 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 03'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 heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/13/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 61h 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 healing 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: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 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 ceding 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. Healing 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 budding. 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 110 1 4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI. 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/13/2018 1122 AM EnergyGauge® USA - FlaRes2017 - FBC 61h 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 -lest 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 healing 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 40'F (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 heal 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. 2/13/2018 11 22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorV e 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. 2/13/2018 11:22 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 a TYPICAL MASONRY i w OPR.1alICItRAL QiWINDOWSCHEDULEaor mc wo ei i kA p N00 WINDOW WIDTHS # RV wNN A f( D r n Ir sT pin a w aOWWINDOWCAU*f5 aonl OWp= s oW HOW OW ns CAU. 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I I I 6' Y a 9 I j w" .ar •, pray M m •rr axis 20V26.4 lecd Mder .sl -Zd to provldf e/C tluct these fl lo. 6l Lctl 10.6ILcd 115 / 115 O 6 10.611„ cd re010.6 l.ctl 0pJ I 1 t 1{ lf rrwrani an i a48 lI j iy9 1 Z I wre s rrYe isYY i W o a o N OIaO. W 0 r—I CU J N Q Qz0O` J ~ l— Q O LL - oRating jn to > z c4 m z w 3 co OJ O 5 Q x Must have a nininun clearance of 4 Inches around the air handler per the State Energy code. All duct has an -6 Insulation value. m CL J N 0 0 VTY I3" WASTE UNE FROM 2ND FLOOR TERMINATING TO THE IST FLOOR . ,. AAV .:•wy I r .. KITCHEN I' / , Pf w:/ Lik.v i LAUNDRY of : I POWDER TUB BATH co w 6 TAYLOR MORRISON HOMES j THORNBROOKE S.F. LOT 314 ; HOUSE TYPE: ANASTASIA t W/ OPTIONS: LAUNDRY TUB IN GARAGE 1ST FLOOR JIL SCR. , .. : . TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 314 i.......:.. HOUSE TYPE: ANASTASIA f : W/ OPTIONS LAUNDRY TUB IN GARAGE 2ND FLOOR Cagy a" V BATH 2 A A.V BATH 3 3" WASTE STACK FROM 21Y0 FLOOR TERMINATINQ TO THE 1ST FLOOR DESCRIPTION AS FURNISHED: Lot 314, THORNBROOKE PHASE. 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, 'Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY LOT 280 LOT 281 LOT 282 1 1 N 00014'55" W 40.00' ' T91 r'.P per. 19.80' 19.80' LOT J14 5.14' 1 3.0'x3.0' 5,14' AC (2—TYP.) s.00' 14.3, 15.7, s.00' ZONING . _LjU C 1TE.a3 l CO D. of PATIO 0; Ok to construct5.00' single family home14,3• with setbacks and impervious area shown on plan. Li % n o Caa PROPOSED RESIDENCE Cs t - MODEL' ANASTASIA 2 CAR GARAGE LEFT 6 - O p O 0 LOT 315 p LOT J 13 ti 00 ry ENTR5. 0' 5.00' Y h• 0 of 8.7' 5.00' 0 o; 21.3' 5.00' 16' 1 7 DRIVE 25.20 10' UTIL. ESMT. yy P.C. 169.92' 1, 5' CONC. WALK B B.)N 00°14 W 40.001 N LOT AREA C4LCULATIQNS: CURB LOT - 4,800 SOFT. LIVING = 1,467 SOFT. GARAGE -455 SO.FT. ENTRY a 71 SOFT. RED ROISI' LANA' LANs a 139 SO.FT. BREEZEWAY a N/A SOFT. DRIVEWAY a 403 SOFT. 50' R/W (TRACT 1 UTIL. d& ACCESS R/W) A/C PAD = 18 SOFT. WALKWAY = 68 SOFT. IMPERVIOUS 54.6z S'/ 2,621 SOFTSOD2179SOFT. N: R/W = 440 SOFT. PROPOSED = FINISHED SPOT GRADE ELEVATION APRON - 110 SO.FT, PER DRAINAGE PLANS BUILDING SETBACKS: *,PLOT PLAN ONLY* ' SIDEWALK a 200 SOFT. V"— a PROPOSED DRAINAGE FLOW FRONT a 25' (NOT A SURVEY) SOD = 1JO SOFT, LOT GRADING TYPE A REAR a 15' PROPOSED INFORMATION SHOWN ARFA = 5,240 SO.FT. PROPOSED F.F. PER PLANS a 23.5' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY a 513 SOFT. SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK - 268 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD SOFT CRUSENMEYERR-SCOTT & A S'SOC. , INC. - LAND SURVEYORS LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 P •PUT aL.. •POINT ON LILAC r • TIM, TTP. • TYPICAL N0715: I.P. . BE" PIPE IAL •POINT Or REVERSE CURVATURE IA. • IRON ROD PCL -DIM Or COWWND CURVATURE 1. WE UNAMSCRED DOES MWEDY CFJTIFY THAT THIS SURVEY MEETS THE STANOWDS OF PRACTICE SEI FDRII 6Y 1W FL BOVID OF PROIE'SWNAL SURWVORS AND MAPPERS W C94PMR W-17 FLORW AOMINISTRAIWE COOS PURSUANT TO SECTION 472027, FLORIA STATUES ex MO= NOMAW RAR • RADIAL SCT IA. • 1/2' IR /IU 4796 NA - NON-RADIAL Z LIKESS MIMED MIM SURVEYORS =NATURE AND ORCINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALA T. THIS SURVEY WAS PREPARED FROM RILE INFORM170H FURNISHED TO INC SURVEYOR. THERE MAY BE OIMER RESIRCTgNS REL RECOVERED VP. • VITNESS POINT PAR -POINT D< BEGIN UNG CALL • CALCUATCD OC. • POINT Or MOMENT IAM • CRNMOIi RCFRWCC YpNURp/T OR CASWENRS THAT AFFECT THIS PROPDW- 4 NO WIDERCIIWND OIPA0ITI/CN15 NAVE BEEN LOWIED UN OTHEROTNERM1.SE SNOWN. qt CENTER&LINE TF. FINISNED FLOOR ELEVATION 0. INS SURVEY 6 PREPARED IDR WE SOLE BENEFIT Or THOSE CERIFIEO TO AND SHOULD NOT BE RELAED UPON BY ANY OTHER ENTITY. WD • NAIL L DISK BSL • WILDING SETBACK LINE DR • ICNCHNARK 0. DWOKWNS SHOWN FOR THE. WC47M OF WPROVEUENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT SOUNOARY LINES R/V • RIWIT-Or-VAY ESNT. EASEMENT LL • IASL DEARING 7. BEARWM ARE SED ASSUMED 04TUM AND ON THE UNE SHOWN AS BASE BCARNO (B.&) BA V"ATTONR IF SHOWN. ARE BASED ON NATIONAL GEODETIC WTUI1 Or 1929. UNLESS OIHERWISE NOTED. DRAIN. . DRAINAGE UTI.. • VTIuTY 9. CERTIFICATE OF AVMOR AWN No. 4500. CLiL CHAIN LIM FOC[ VILM • VOOD FENCE C/B • CONCRETE K= SCALE 20 DRAWN BY: •A• PL • DIM Or CURVATURE P.T. • POINT OF TANGDC CERnFlED BY• MIIE ORDER No._•_. _. ESC. - DESCRIPTION R RADIUS GT" ARC ANPLOTPL02-09-2018 782-18 D • DELTA CL • MRC BLARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WR41N THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' T CRUS EVER. R.LS. / 4714 ZONE X. MAP / 12117C 0055 F. SCOTT. R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL CEINC. S STTRAOAHOLDER:JOSEPH O St Johns 3 Laundry Circuit 1 NEC2 107 SANFORD, FL STRADAN 1 Range 1 877-9061113 ELECTRIC • SECURITY Cooktop ELECTRICAL LOAD CALCULATIONS Microwave UPDATED 5.8.2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD- HEAT PUMPS WISUPPLEMENTAL HEAT 15572 Includes Heat Pump and Heat Strips an together ®100%. Square feet living area 1 25851 3 volt/amps Small Appliance Circuits 3 Laundry Circuit 1 Dishwasher 1 Water Heater 1 Range 1 Oven 8000 Cooktop 8160 Microwave 1 Dryer 1 Disposal 1 Pool 5000mist mise TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.AJ SIZE RECOMMENDED 200 SERVICE SIZE: 240VOLTS= 1 147 71 MINIMUM PER 150 NEC 7755 4500 1500 1500 4500 8000 0 0 1100 5000 500 0 34355 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 35 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL PRE RES QTY AMP X30 X240 11111111110' 60 2'40 100 240 Note: This Load Calc is base an the information provided by the budder. The recommended service size vhf be installed leaving sufficient usage for future homeowner. 1 NOP. A 11 0 CD FtiT o ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE Lot Alt: Lot: 314 Block: Unit: E Address: JobNumber: N333522 Revision Date: cc to CA 0 y New Load #: CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 RA01 to 3.) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES INVVI VL I! J. L_ IIT. 1 .J) N.T.S -Not To Scale) Design Crit: TPi•2002 T TYP. Wave Ca/RT=I. INIS OYG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANS I•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 ceiling line. This, in turn nelps 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 W 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 W 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 YERTiCAL 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 to 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. ac1pBetAI1sOet6S618••5S688REP1 2514 1 /10(0) 7.31.1162. 181 acro re as (SUILOIw CWONC.T S1FC" Iararm.TIOp). PV61$xE0 Iy nl (TOYS$ PLATS Ip"ITU". 11I 0 L([ 3T.[CT. SUIT[ 312. .:(IA.pO 1.. T.. 123141 AND VICA (LOGO ROSS CS.RC0. Of .III.ICA, We CNTCSwI{[NAOIiH. YI 331151 I...APIT I4NilCCi MCR TO 1C1r0011.4 THEiC f0NCT10x3. URE OrHiS YIIC Lo1C.T(0 Tor C.". INALL w" " IT AnACHCO $Ta UC"RAL PA.(LS ANO IOTTOI CHO.o SHALL . t A P2aRRLT ATTACh10 .IOIO CEILING. P'IMPOA7ANT**rwai6H . copy or Tn13 Otl1I. To THE INSULLATICO O0xT16CTw. ITT ICO. IHC. SHALL x0 ALP I N E 1t gfI0Pf10.( r.a . ...............l$ ....... ANT ......[ n 3.0.0 T.I ..... IN Trl, a f.I51C. T INR, x.x0t1.4. SHIPSI.I. I.IMLI.S 1 9RACIx3 N "U"CS. 093140 CONFCNIS VITO APPLICAILE PROW I$(OTS Of 00$ (NATIONAL 093190 SPEC. 3T AFJOA) ANO TOT. It. Sc3 CCxx[CTO+ Pl..1 NE H+OI 0r 11111:9. Ix, H/SS", ........ DON( ........ •...... 04........wN 1.T[i TS 4CN r. <[ 0/ nW3 u0. Vxl[tt O '(&VISE Loc."* ON nit OC319N. Po$1Tla. PC. e.AN(N43 I:OA-I. IJW SUad)n Co nMb Oro Inc.'hY 1MPICTIOx 01 ILAT(S rOlLS"0 3r (1 i.qL " r[t w.p U q Tq l•70q 9(G. 1. . $[4 OS Txlf N Campo W I N UIOIC.TC3 LCC(OTANCE M Pt6"S31ONAt ENINCIRIND A[SPNSJIJL1" SOLELY POO WC Tale$ 40POWNT Haines City. FL 33944 W31sy $ a....Np r( S..SIITgsI AraU'( OF n13 CWOxnR 103 ANY SVILOix3 13 THE ic3POxitanin Or Th( FL COA NO r8 Ju NO. 52212 f STATE OF r 1 IF C TC LL TC OL BC OL BC LL TOT.LO. PSF PSF PSF PSF PSF REF R081. 48357 DATE 07/28/09 DRW HCUSROSI 09209399 HC -ENG OR/DR AR36 OUR.FAC. FROM SPACING JREF- 1TT0081_Z18 s t r ?-............... MisonryCoonectois. - _ - :t' HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . 1: 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 295: 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 2YW at 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T HUHUCTfN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMAXS' and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using''/.'x236' hex head Simpson Strong -Tie* Trtert'screws or for concrete walls using %: x l W hex head Titen screws. Titen screws are not provided. Drill the 35: diameter hole to the specified embedment depth plus W. Altematively, drill the Vie 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 rapacity. The hangers should be installed such that a minimum end and edge distance of I W is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. h 0 7 , SIMPSON StrongT e HUC410 these products are avaliable with addrdonal corrosion protection. Additional products on ms page may also be ava/We with M/s oplion, dieck w'M Simpson Strong -Tie for details Model Dimensions Fasteners Allowable Loads (DF/SP) No. W H B CMU Concrete Joist Uplift Down Code Ref, HU26 1K. 3M. 2% 4-%.x21•:Titen 4-%xl%TRen 2-10dx1'h 160) 290 100/115/125) 1545 HU28' 1X. 5% 2% 6-Y.x23STiten 6-%.xl%Tden 4-10dx1'h 575 2400 HU210 195. 74A 2Y. 8-Yx23fTrten 8-%xl%Trten 4-10dx1'h, 575 2400HU46395. 535. 2% 12-1/44% Titen 12-%.x1%Titen 6-10d 1085 3950 HU26-2 3% 5% 2'h 12-YbQ%Titen 12-%.x13:Then 6-10d 1085 3950 HU48 3K. 6'35. 234 14 Y.x23: Then 14-Y.x13: Trten 610d 1085 4350 170 HU28-2 3% 7 2%14.Y4x2Y. Titen 14-f6x135 Tden 6-10d 1085 4350HU410395. 836 2'h 18-%.x %Titen 18-Y.xI%Tden 10-10d 1810 5085HU21D-2 3% 895. 2%. 18-Y.x2Y.Trten 18-%.xl%Then 1010d 1810 5085 HSUR/L26 2 33f 495. 235s 121.x23: Titen I12 %x13: Tden 4-16dx2% 815 2625' uvmr loads crave been increased for wind or earthquake loading with no further Increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength Cc 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 Tfter* screws and products In exposed applications. Tabulated loads apply to stainless-steel applications. 5. Noted loads for the HSURIL shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest uldmatW or fastener calculation values. 7. NAILS: 1602% = 0.162' dia. x 2W long, 10d - 0.148' dia. x T long, 10dx1 A = 0.148' dia. x I W long. See page 22-23 for other nail sites and Information. IV mm HU410 Installed on Masonry Block Sldewall HUC410 Installed on Masonry Block End Wall HSUR/1-26-2 Installed on Masonry Block Sidewall Plated Trviis Connectors ' t. I` Alternate Allowable Loads ('h' Maximum Hanger Gap) Model No. Min. Reel eiHieght Dimensions W H B Fasteners m1Dg Carried Member Member DF/SP Allowable Loads UpI1H Floor Snow Rool 160) (100) (115) (125) SINGLE Zx SIZES Wind 160) Uplift 160) SPF/HF Allowable Loads Floor Snow Root 100) (115) (125) Wind 160) Code Rel. HTU26' 3'/e 134 5555. 3%1 2D -16d 1 11-lOdxl'h 670 2735 2735 2735 2735 575 1725 1725 1725 1725 Roof HTU26 (Min) 3% 1% 555, 3'h 20-16d 14-10dxl% 1175 2940 31110 3100 3100 1010 1955 1955 1955 1955 100) HTU26(Max 5'h 115 5Y0 3'h 20-16d 20-10dxl'h 1215 2940 3340 3600 3760 1045 2370 2370 2370 2370HTUZBMin3541% 714. 3'h 26-16d 14-10dx1'h 1125 3770 3770 3770 3770 970 2825 2825 2825 2825 17 L17. HTU28(Max 7Y. 1% 754. 3% 26-16d 26-10dx1'h 1920 3820 4340 4680 5015 1695 3285 3730 3765 3765 F22HTU210 (Min) 354 134 955. 354 3216d 14-lOdx1'b 1250 3600 3600 3600 3600 1075 2700 2700 2700 2700HTU210Max) 9'/. 13f 954. 3% 32-16d 32-10dxl54 3255 4705 5020 5020 5020 2800 3765 3765 3765 3765 12 4'34. 7'/. 4 20)'/'x4Yi'6)'1,/4 2565 8400 1 9175 1 9175 1 9175 1 1845 1 DOUBLE 2x SIZES 6605 cane I cane F22HGU0210-3-SOS4.5 12 4'34. 9'/ 4 (28) %x4'h' 8) Y. x451' HTU26-2 (Min) 3 G 3iS. 5'h. 3'% 20-16d 14-10d 1515 2940 3340 3500 3500 1305 2205 2205 2205 2205HTU26-2 Max) 554 13%.15%. 3554 20-16d 20-10d 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205 3720 NTU28-2 Min 3% 1 334. 754 3% 26-16d 14-10d 1490 3820 3980 3980 3980 1280 2985 2985 2985 2985 • 17, HTU28-2 (Max)7Y. 8) %'x65 334. 7yS. 3% 26-16d 26-10d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17' HTU210-2 Min 354 1335. 1 9354. 334 32-16d 14-10d 1755 4255 4255 4255 4255 1510 3190 3190 3190 3190 F22 HTU210-2 Max) Sep tahlp fmtnnt.e nn 9% 13%.19%s. e 3720 3% 32-16d 32-10d 3855 1 4705 1 5345 5760 1 6470 1 3315 1 4045 1 4595 1 4855 1 4855 5280 HGUO hangers provide similar capacities as HGUS double shear hangers, but they use SimpsonStrong-Tiep Strong-DriveP SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. i I Not designed for welded or nailer applications. j HGU028-2 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'h' screws may be substituted for the longer length screws with no load reduction, or a shim block may used as approved by the Designer., OPTIONS: These hangers cannot be modified. CODES: See page 13 for Code Reference Key CharL 5 W oW 2 2 o d B Model further increase allowed. Reduce where other loads govem. 2 Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSIfrPI 1.2007. Simpson Strong -Tip` Connector Selector'" Soltware includes the evaluation of cross -grain tension in its hanger allowable loads For additional information, contact Simpson Strong -Tie. 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through _ metal truss plates as approved by the Truss Designer, provided the requirements of ANSUTPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pie -drilling requiredthroughtheplateusingamaximumof34a' bit). R c 0 1 o. aua screws oar penetrate all piles of the supporting girder (screws must penetrate a minimum of 1' Into the last buss pty) may also be used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate a0 plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be requiredtotransfertheloadtothetrusspliesnotpenetratedbythefacefasteners, as determined by the Designer. 6. The supporting glydet.truss must have adequate thickness-to.accommodate the screw length, r . , ... so that the screw does not protrude out the baric of the girder. 3' or 454' long SDS screws may be substituted for the longer SDS screws wish no load reduction. 7. For Installations to LSL, use Me DF/SP table loads. ! 137 DimensionsSDS Fasteners I DF/SP Allowable Loads SPF/HF Allowable Loads No. Ga CoWHB1CarryingCarriedUpliN' Floor Snow Roof Wind Uplift, Floor Snow Roof WindMemberMember160) 10o) 115) 125) 150) 150) 100) 115) 125) 160) DOUBLE 2x SIZES HGUO26.2-SDS3 12 334. 574. 4 (12)'/.k3' 4)'/'x3' 1635 5040 5565 5565 5565 1175 3630 4005 4005 4005HGU028-2-SDS3 12 334. 734 4 (20)'/'x3' 1 5x3' 2565 7330 7330 1 7330 7330 1845 5280 5280 5280 5280 F22HGU0210-2-SDS3 12 3349 934.4 1 128)5'/.'x3' 1 8)'/.•x3• 3440 1 7415 1 7415 7415 .1 7415 2475 5340 5340 5340 5340 TRIPLE 2x SIZES HGU026.3-SDS4.5 12 4'346 5% 4(12) %-x4'h' 4 %'x4'h' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU028-3-SDS4.5 12 4'34. 7'/. 4 20)'/'x4Yi'6)'1,/4 2565 8400 1 9175 1 9175 1 9175 1 1845 1 6050 6605 cane I cane F22HGU0210-3-SOS4.5 12 4'34. 9'/ 4 (28) %x4'h' 8) Y. x451' 3440 9745 9745 9745 9745 2475 7015 7015 7015 7015 OUADRUPLE 2x SIZES HGU026-4-SDS6 12 1634. 1534.14 1 (12 '/.5x6' I 4 '/.5x6' I 2375 I 5040 5165 5165 5165 1710 3630 3720 3720 3720HGU0284-SDS6 12 614. 734.4 (20) Y.'x6' 6)'/.'x6' 4020 8400 8860 8860 8860 2890 6050 6380 6380 6380 F22HGU02104-SDS6 12 634. 934. 4 (28)'/'x6' 8) %'x65 4170 10260 10260 10260 10260 3000 7385 7385 7385 7385 4x SIZES HGUO46- SDS3112 3%( 28)%*x3- Y#'x 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGUO48-SDS3335 Y. 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22HGU0410-SDS33%..x3' 1 1Inlie made ha.. h... 1.-_-__...:_-____,_ 3440 7415 7415 7415• 7415 2475 5340 5340 5340 5340 further increase allowed. Reduce where other loads govem. 2 Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSIfrPI 1.2007. Simpson Strong -Tip` Connector Selector'" Soltware includes the evaluation of cross -grain tension in its hanger allowable loads For additional information, contact Simpson Strong -Tie. 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through _ metal truss plates as approved by the Truss Designer, provided the requirements of ANSUTPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pie -drilling requiredthroughtheplateusingamaximumof34a' bit). R c 0 1 o. aua screws oar penetrate all piles of the supporting girder (screws must penetrate a minimum of 1' Into the last buss pty) may also be used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate a0 plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be requiredtotransfertheloadtothetrusspliesnotpenetratedbythefacefasteners, as determined by the Designer. 6. The supporting glydet.truss must have adequate thickness-to.accommodate the screw length, r . , ... so that the screw does not protrude out the baric of the girder. 3' or 454' long SDS screws may be substituted for the longer SDS screws wish no load reduction. 7. For Installations to LSL, use Me DF/SP table loads. ! 137 t 1 ..... ;:t J. ........... ... .. .: .. ......... .... .. i:l:i• Connectors:: 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 W. 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 CharL Standard Allowable Loads VA* Maximum Hanger Gap) HTU26 Min. Heel Height Per Table 1 K' max gap between end of truss and carrying member HTU Installation for Standard Allowable Loads For r4' maximum gap, use ABemate Allowable Loads.) Alternate Installation- HTU28 installed on 2x6 carrying member HTU210 similar) Model No. Min. Heel Height Dimensions Fasteners DF/SP Allowable Loads MPSONrong'l eI SPF/HF Allowable Loads91n Code W H g Alternate Installation- HTU28 installed on 2x6 carrying member HTU210 similar) Model No. Min. Heel Height Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads91n Code W H g Carrying Member Carried Member Uplift_ 1.-(160) Floor 100) Snow 115) Root 1 25) Wind 160) Uplift 160) Floor 100) Snow 115) Roof* 125) net, Member Member 160). 100) SINGLE 2x SIZES 125) 6) 16 1110) 115) 125) HTU26 3'h 1% 5'h, 3'h 20-16d 11-10dxl% 730 2940 3045 3045 3045 630 1920 1920 1920 1920 5'h HTU26 (Min) 3% 1% 5'/i. 3% 2D -16d 14-10dx1% 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 20-16d HTU26 Max) 5'h 1 % 57h. 314 20-16d 20-10dx1'fi 1555 2940 3340 • 3600 4010 1335 2530 2870 3095 3450 17, HTU28 (Min) 3% 134 3905 2375 26-16d 14-10dxl % 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 Max 7'/. 144 26-16d 26-10dx1'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210(Min) 3% 1% 47"As3% 32-16d 14-10dx1'h 1330 4355 4355 355265 3265 3265 HTU210(Max) 9'/. 1% 32-16d 32 10dx1 4 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 r DOUBLE Zx SIZES HTU26-2(Min) 3'h 335. 5% 314 20-16d 14-10d 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2 (Max) 5'h 334. 534 314 20-16d 20-10d 2175 2940* 3340 3600 4485 1870 2530 2,870 3095 3855 HTU28-2 (Min) 37A Ve 7'h. 3'h 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 I7, HTU28-2 Max 7'R. 3% 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22F22 HTU21 D-2 (Min) U91K, 9'h. 3'h 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU21D-2 (Max) 91A, 31.4 32-16d 32-10d 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap Is measured between the joist (or truss) end and the carrying member. 2. Minimum heel heights required for full table loads are based on a minimum 2112 pitch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govem. 4. Wind (160) is a download rating. 5. For hanger gaps between'/.' and 14' use -the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with Alternate Installation Table for 20 and 2x6 Carrying Member ANSI/TPI 1-2007. Simpson Strong -Tie'' Connector Selector'" Software includes the evaluation of cross -grain tension in Its hanger allowable loads. For additional information, contact Simpson Strong -Tie 7. Loads shown are based on a minimum 2 -ply 2x carrying member. For single 2x carrying members, use N10 (10dx1'h7 nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of the table load. 8. RAILS: 16d - 0.162' dia. x 3W long, 10d = 0.148' dia. x 3' Iong,10dx1'h 0.148' dia. x 1'h' long. See page 22-23 for other nail sizes and information. 1. See table above for dimensions and'addli oral footnotes... . 4. NAILS:16dr 0.162 dia. x 3'h' long, 10dx114 = 0.148' dia .x 1'h' long... _,• _,- ,_ _ _• _ ,- _ • , , , _._r_ -- 2: "rnurh hanger gap for the ahematb Installation WIN. See page 22-23 for other nail sizes and information. 136• 3. Wind (160) Is a download rating. Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel Hi CaringWind1 1 60) Rein.)Member Member Member 160). 100) 115) 125) 6) 16 1110) 115) 125) HTU26 (Min) 3% 2-20 10.16d 14-10dxl% 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26(Max) 5'h 2-2x4 10-16d 20-10dx1'h 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, L17, HTU28(Max) 7'/. 2-24 20-16d 26-10dx1'h 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 HTU210(Max) 9'/. 2-2x6 20.16d I 32-10dx1Pi 2760 1 2940 3340 3600 3905 2375 2530 2870 3095 3360 1. See table above for dimensions and'addli oral footnotes... . 4. NAILS:16dr 0.162 dia. x 3'h' long, 10dx114 = 0.148' dia .x 1'h' long... _,• _,- ,_ _ _• _ ,- _ • , , , _._r_ -- 2: "rnurh hanger gap for the ahematb Installation WIN. See page 22-23 for other nail sizes and information. 136• 3. Wind (160) Is a download rating. I^ ;P/aled;Tiiiss`.Coniiectors•; _ ' fiese products are ara/kbk wifAadditional eorraslon prvhction. Additlona/ producta onlNispagemayalsobearaikbkwithNisoption, check with Simpson Sbong-77e for details. SIMPSON Strong -Tie OF These products are approved for instalktion with the Simng-Orive SDShuchial -Connector screw. See page 27 for mono Information. Model Min. Dimensions Fasteners DF/SP Allowable Loads dsHeelGaNo. Height W H B Carrying Carried Uplift, Floor Snow Rool Wind6-MQ Code tMemberMember (160) (100) (115) (125) (160) Wind Rel 160) DOUBLE 217 SIZES LUS24-2 2'/. 18 31f 315 2 446d 2.16d 440 W LUS26-2 800 910 985 1250 380 680 780 845 10700. 18 31f 4% 2 446d 4-16d 1155 HHUS26-2 435. 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6,L17 14 335. 53< 3 14-16d 6-164 1550 HGUS26-2 4'X. 12 2785 3155 3405 4265. 1335 2390 2710 2925 3665334. 575. 4 20-16d 8-16d 2155 LUS28-2 435. 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 18 3:f 7 2 6.164 4-164 1165 HHUS28-2 695. 14 1315 1500 1625 2060 1000 '1125 1285 1390 1765335. 7'/. 3 22164 8-164 2000 HGUS28-2 635. 4210 4770 5140 6440 1720 3615 4095 4415 5375 17, F6, L17 12 335. 734. 4 36.764 12-164 3235 LUS210 2 634. 18 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F233% 9 2 8.16d 6-16d 1745 HHUS210-2 89G 14 335. 8% 3 1830 2090 2265 2870 1500 1565 1785 1935 2455 17, F6, L1730-16d 1046d 4000 HGUS210-2 835. 12 335. 5635 6380 6880 7165 3525 4835 5270 5380 5765945. 4 46-16d 16-16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7845 17, L17, F23 TRIPLE 2s SIZES HGUS26-3 4'35. 12 495. 5% 4 20-16d 8-16d 2155 HGUS28 3 4355 4875 5230 5575 1855 3750 4200 4500 47956'91. 12 495. 7Y. q 36164 12164 3235 HGUS210-3 8195. 7460 7460 1460 7460 2785 6415 6415 6415 641512494. 9'/. 4 46-164 16-164 4095 HGUS212 -3 10% 12 4'35. 104 4 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F2356-16d 20-16d 5045 HGUS214-3 12% 12 495. 12'/, 4 66-16d 9600 9600 9600 9600 4335 8255 8255 8255 8255 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2s SIZES HGUS26-4 !i% 12 694. 575. 4 20.16d 8-164 2155 HGUS28 4 7Y• 4355 4875 5230 5575 1855 3750 4200 4500 479512695. 735. q 36164 12164 3235 HGUS210 4 9'/. 12 645. 7460 7460 7460 7460 2785 6415 6415 6415 641599. 4 46164 16-164 4095 HGUS212-4 10% 12 695. 1091 91009100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23456-16d 20-16d 5045 HGUS214-4 123E 12 634. 12% 9600 9600 9600 9600 4335 8255 8255 8255 8255466-16d 22.16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 LUS46 4% 18 344. 4% 2 4-16d 4-16d 1165 4z SIZES 1030 1160 1280 1625 1000 880HGUS46435. 12 33< 475. 4 20-164 8-164 2155 1010 1090 13851 17, F6, L17 4355 4875 5230 5575 1855HHUS46435. 14 33< 535. 3 14-164 6-164 1550 3750 4200 4500 4795 17, LIZ F23279031603410426513352390271029253665LUS484% 18 395. IN 2 6-16d 4-164 1165 1500 HUS48 6'% 14 395. 7 2 6-164 6-16d 1550• 1315 1625 2060 1000 1125 1285 1390 1765 1595 1815 1960 17, F6, L17 I NHUS48 6'/e 14 3% 7% 3 22-164 8-16d 2000 2470 1550 1365 1555 1680 2115 4215 HGUS48 6% 12 3% 7% 4 36 164 12-16d 3235 4770. 5150 6440 1720 3615 4095 4415 5535 7460 7460 7460 17,L17,F23 LUS410 6'/. 18 3%e 83: '2 8-164 6-164 1745 7460 2785 6415 6415 6415 6415 1830 2090 HHUS410 8% 14 3% 9 3 30 164 10 164 3745 2265 2870 1500 1565 1785 1935 2455 5640 6385 6890 17, F6,L17716534404835548059106165HGUS410894. 12 3% 9%6 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23HGUS412107/x. 12 3% 1035. 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255HGUS414lY/,. 12 3% 1235. 4 66-164 22 t6d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 17,L17 1 • Uplift loads have been increased 607E for wind or earthquake loading with no further ANSI/TPI 1.2007. Simpson Strong -Ties Connector Selector'" Software includesincreaseallowed. For normal loading applications such as cantilever construction - the evaluation of cross grain tension in its hanger allowable loads. refer to Simpson Strong -Neo Connector SelectorsofMrare or conservativelydividetheupliftloadby1.6. For additionalinformation. Contact Simpson Strong -Tie, 2. Wind (160) is a download rating. S. Loads shown are based on minimum of 2 -ply 2x carrying member. With 3x carryinguseiIlsintomembers3. Minimum heel height shown is required N achieve full table loads. For less the header and 16d commons Into the joist with nothanloadreduction. With6dx single ying use1minimumheelheight, see technical bulletin 7-REDHEEL (see page 232 for details). 10d 'A7 nails into the 4. Truss chord cross -grain tension may limit allowable loads in accordance and commons Into he joist and educe the load to 0.64of the table valueeader. with 6. NAILS: 16d - 0.162• dia. x 354' long. See page 22-23 for other nail saes and information. 135 SIMPSON LUS/MUS/HUS/HHUS/MGUS/HUSC Double Shear Joist Hangers stsotngTie ogft Dis product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost. or a combination of Mese features. v 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 turned in for 2-2x (311s•) 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. Model No. V h mese products aro available with additional corrosion protection. Additional products on this page may also be available with this option, f I hw H check with Simpson Strong -Tie for details. Carried Member These products are approved for installation with the Strong -Drive SD screw. See 27 for more information. i o Structural -Connector page Model No. V Ga ensions Fasteners hw H 8 CarryingMember Carried Member j SINGLE Zx SIZES Floor 100) Snow 115) 6" 2% 4'% 18 11is 11de 3h 43: 1r/. 1'Y. 4-10d 4-10d 2-10d 4-10d MUS26 411/6 18 lbs 515s 2 6-10d 6-10d HUS26 417,. Model No. Min. Heel Height Ga ensions Fasteners hw H 8 CarryingMember Carried Member j SINGLE Zx SIZES Floor 100) Snow 115) LUS24 LUS26 2% 4'% 18 11is 11de 3h 43: 1r/. 1'Y. 4-10d 4-10d 2-10d 4-10d MUS26 411/6 18 lbs 515s 2 6-10d 6-10d HUS26 417,. 16 1% 5% 3 14-16d 6-16d HGUS26 494s 12 1% 5% 5 20.16d 8-16d LUS28 4iSc 18 lye 6% 11. 6-10d 4-10d MUS28 We 18 Ws 6`i1s 2 840d 8.10d HUS26 6'h 16 1% 7 3 22-16d 8-16d HGUS28 Wo 12 1% 7% 5 36-16d 12-16d LUS210 4Y. 18 1% 7% 11. 81Od 4-10d HUS210 8% 16 1% 9 3 3016d 10-16d 1. See table on page 135 for allowable loads. 1'forZos 11ii for 4% c O-• H c o 0 LUS28 Vy 1 MUS28 f s C a 2 HUS210 HUS26, HUS28, and HHUS similar) HHUS210-2 truss Designer to provide fastener quantify for connecling multiple members together) HGUS28-2 s i' HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) III ncuu66u nacs nc.Pub) Double Double Shear Dome Double Shear Nailing Nailing Side View Shear :;1 Side View ' : ' (available on Nailing ' ' Do not r some models) Top View bend tab l U.S. Patent 5,603,580 DF Allowable Loads I•i' SP Allowable Loads SPF/HF Allowable Loads j i.•( Floor 100) Snow 115) Rooi 125) .•(160) wind UpIiN' 160) 1. See table on page 135 for allowable loads. 1'forZos 11ii for 4% c O-• H c o 0 LUS28 Vy 1 MUS28 f s C a 2 HUS210 HUS26, HUS28, and HHUS similar) HHUS210-2 truss Designer to provide fastener quantify for connecling multiple members together) HGUS28-2 s i' HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) III ncuu66u nacs nc.Pub) Double Double Shear Dome Double Shear Nailing Nailing Side View Shear :;1 Side View ' : ' (available on Nailing ' ' Do not r some models) Top View bend tab l U.S. Patent 5,603,580 Note: For dimensions and fasttner information, see table above. See table footnotes on page 135. 134 ... _.._.. .. -- ••---. _ .- — — -. -. --• .... I DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code MNodel Uplift' 160) Floor 100) Snow 115) Rooi 125) .•(160) wind UpIiN' 160) Floor 100) Snow 115) Roof 125) Wlnd 160) Uplilt' 160) Floor 100) Snow 115) Rool 125) Wind 160) Rel, SINGLE 2x SIZES LUS24 490 670 765 825 1045 1 490 725 830 1 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17 F6, 01 MUS26 1090 1295 1480 1605 1825 1090 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 5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 LUS28 1165. 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 1 2645 1335 1475 1690 1830 2275 17, F6, Ll; HUS28 2000 3965. 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 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, L1; HUS210 3000 4255: 4445. 4575 5020 3000 ^ 4105 4310 4450 4930 2580 3150 3315. 392>-_ X815 Note: For dimensions and fasttner information, see table above. See table footnotes on page 135. 134 ... _.._.. .. -- ••---. _ .- — — -. -. --• .... I I 1 . I OIL These products are available with additional conoslon protection. Additional products on f this page may also be available with this opbon, check with Simpson Strony-Ile for details. CODES: See page 13 for Code Reference Key Chan 0 Actual Joist Size Model No. Ga Dimensions i Fasteners Allowable Loads Code Rel. W H B IMaxi DF/SP Species Header SPF/HF Species Header Face Joist uplift Floor Snow Root Floor Snow Roof 160) (100) (115) (125) (100) (115) (125) 135 x 514 HU1.81/5 14 194. 5% 214 1 Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19, L12, F81'14. 5% 2% Max 16-16d 6-10dxl% 915 2380 2685 12890 2050 2315 2490 1 %x 7'/. HU7 14 195. 6134. 2% Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19, F8, L121'15. 6"h. 21h Max 16-16d 8-10dxl% 1515 2380 26851 2890 2050 2315 2490 HUS1.81/10 16 195. 8% 3 30-16d 10-16d 3000 5135 5295 15400 4705 5105 5195 19. F23 135 x 9% HU9 14 194. We 234 Min 18-16d 6-10dx1'h 915 2680 3020 13250 2305 2605 2800 19, F8, L12141'. 934. 214 Max 24-16d 10-1061'1 1895 3570 4030 4335 3075 3470 3735 HUC01.81/9-SDS 1'35. 9 3 - 8-SDS'/'x13:' 4 -SDS %'x13:' 1505 2000 2300 12500 1440 1655 1800 19, F23HUS1.81/10 16 194. 8% 3 - 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 1%x HU11 14 1. 35 1134. 214 Min 22-16d 6-lOdx1% 915 3275 3695 3970 2820 3180 3425 18' L12' F8195. 11 %. 2% Max 30-16d 10-104x1 % 1895 4465 4705 4810 3845 4340 4600 HUC01.81/11-SDS 11%. 11 3 - 10 -SDS %'x13:' I 4-SDS'Rx135' 1505 2500 2875 1 3125 1800 2070 2250 19, F23 13:x14 HUS1.81/10 16 194. 8% 3 - 30-16d 1D -16d 3000 5135 5295 15400 4705 5105 5195 U14 I'% 10% 2 - 14-16d 6-tOdx1% 1110 2015 2285 2465 1735 1965 2120 19, F8, L12HU14 14 1'34. 13'34. 2% Min 28-16d 8-1061% 1515 4165 4420 4505 3590 4050 4335 194. 13%. 214 Max 36-16d 14-10dx1'h 2015 5055 5275 5420 4615 5000 5130 HUC01.81/11-SDS 11% 11 3 - 1D-SDS'/.'x13:' 4-SDS'/.'xl%' 1505 2500 2875 3125 .1800 2070 2250 19. F23 3'6x7% HU48/HUC48 14 334. 694, 2% Min 10-16d 4-10d 760 1 1490 1680 1805 1280 1445 1555 19, L17, F6314. 694. 2% Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 HUS48 We 694. 2 - 6-16d 6-16d 1550 1595 1815 1 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3% 4'/I. 4 20.16d 8-16d 2155 4360 4885 15230 3750 4200 4500 19,F23 HHUS48 14 3% 7% 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 714. 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19,F23 3%x 9%-9'h U410 16--3%o 8% 2 - 14-16d 6-10d 1110 2015 2285 12465 1735 1965 1 2120 19, F8, L12 HUS410 14 394. 81% 2 - 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 HU410/HUC410 3%s 8% 2% Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 We 8% 2% Max 18-16d 1D -10d 1895 •2680 3020 3250 2305 2605 2800 HHUS410 3% 9 3 - 30-16d 1D -16d 3735 5635 6380 6880 4835 5480 5910 HUC041D-SDS 314. 9 3 - 12-SDS'/.'x2%' 6-SDS'/.'x2W 2510 4680 4955 4955 3370 3570 3570 19.F23 HGUS48 12 3% 7%a 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9'/. 4 - 46-16d 116-16d 4095 9100 9100 9100 7825 7825 7825 1. 11%-11% U410 16 314. 8% 2 - 14.16d 6-10d 1110 2015 2285 1 2465 1735 1965 2120 19, F8, L12 HUS412 14 315. 10% 2 - 10-16d 1D -16d 3635 2660 3025 3265 2275 2590 2795 394HU412/HUC412 ' 1035. 2% Min 16-16d 6-iDd 1135 2380 2685 2890 2050 2315 2490 314 1034. 2% Max 22-164 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 - 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS 314. 11 3 - 14 -SDS % x2%' 6-SDS''/.'x2%' 2510 5460 5560 5560 3930 4000 4000 19,f23 HGUS48 12 3% 3% 7%. 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9%. 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 10%. 4 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 3'%x 14 U414 16 3%, 10 2 - 16-16d 6-10d 1110 2305 2615 1 2820 1980 2245 2425 19, F8, L12HU4161HUC416 14 394s 13% 2% Min 20-16d 8-10d 1515 12975 3360 13610 2565 2895 3110 314. 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 335 9%6 3 - 3D -16d 10.16d 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19.1`23 HGUS414 3% 12%. 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 3%, 11 1 3T- 14-SDS''/.'x2%' 6 -SDS %'x2%' 2510 5460 5560 5560 3930 4000 1 4000 HU416/HUC416 14 3K' 13% 1 2% 1 Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19 F8 L12314. 1315 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3%x16 HUC0412-SDS HGUS410 3% 9%6 1 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19,F23 HGUS412 12 3% 110%.1 4 1- 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 335 1231. 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 14 39b 11 3 - 14 SDS %k2%' 6 -SDS '/.3x2%' 2510 5460 5560 5560 3930 4000 4000 I. uPIIR luaus uaseu on urrar rumuer ana nave been increased for wind or earthquake loading with no further Increase allowed. Reduce where other loads 4. MIN nailing quantity and load values -fill all round holes; MAX nailing quantity and load values -fill all round and triangle holes. govern. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall and 0.72 x OF/SP'U Idt L •for products requiring screws - D °9d D 2: 0.8 common§ 116d sinkers maybe used instead of the specified 16d at perfofmanceInd 401511k0on vdlue.:: , I . ; _ •' -- 6. Allowable downloads are based on a joist bearing capacity of 750 psi. a0.84 of the table load value. 3. 16d sinkers may be used Instead of the specified 10d commons with no load reduction. 7, NAILS: 16d = 0.162' dia. x 3%' long, 10d = 0.148' dia. x 3' long, 10dx1'h = 0.148' dia x 1W long. See page 22-23 for other nail sizes and Information. 105 Solid SatNriJ i :. , ,;;_.... ,,.._ . ...s.:,: ., .,,•: -• . - .. •.. - 1 -.Y :'.. w P {... 1'..._ car .:_ .. ,•1 ' r This product is preternb/e to similar connector$ because of a) easier installation, b) higher loads, c) loner installed Carl, j W or a combination of these featurei. The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 42 floor trusses and 4x beams, the THARIL422 has a standard skew of 45°. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof02trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available in ZMAX9 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 '/: 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 into the header. 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. NailsusedforthejoistattachmentmustbedrivenatananglesothattheyPenetratethroughthecomerofthejoistintotheheader. Uplilt-Lowest lace nails must be filled to achieve uplift loads. OPTIONS: • THA hanggers available with the header flanges turned in for 344' except THA413) and larger, with no load reduction -order THAC hanger. CODES: See page 13 for Code Reference Key Chart W i a Double Double Shear Shear Nailing Side View Nailing Do not bend tab Top View unless otherwise noted o A i THA418 Anadtmetd of nailer per Designer Dome Double Shear Nailing Side View available on rd some models) U.S. Patent 503,580 These pmducrs are available with additional corrosion protection. Addidonar erM ft .„ lh& 0 1P o.. 4 a v N r• C v 1v , OrTHA29 SIMPSON Strong -Tie THAC422 Typical THA Top Flange Installation P Typical THA29- Face Mourd Installation 6THAR/L422 iarmum Model Dimensions Min. , Min. Fasteners' r.,,,.., •..w.....u. uiurywu ouung-rw 'or oe a"S. DF SPAllowable Loads SPF HFAllowable LoadsCarried Member N°' Ga W H C To lang Header Carrying DeptA Member Carried Member Uplift Floor Snow Roof Uplift'Floor Snow Root R ;e To Face Slral tat Slant 160) 1011) 115) 125) 160) 100) 115) 125) TOP FLANGE INSTALLATION2x4 2x6 THA29 THA213 18 18 13i 14'i 9"/i. 1314. 5'r 1 5'/i 2'. 1'/i 4-lOd 4-lOd 4-10d 560 2260 2310 2350 480 1740 1785 1815 2x6 THA218 18 13i 1745. 5'1h 2 4-lOd 2lOd 4-10d 2-10d 4-10dx1% 4-10dx1'h 1615 1615 1615 1280 1280 1280 2 2x10 THA218-2 16 3'ri 17"/n 8 2 4-16d 216d 6-10d 1515 1615 1615 1280 1280 1280 2 2x10 7HA222 2 2234. B 2 4-16d 216d 6-tOd 2245 2245 2245 1935 1935 1935 18, F7, 4x6 THA413 18 335 1334. 4% 1'1 4-1Od 2-10d 4-10d 2245 2245 1935 1935 1935 L15 4x10 THA418 16 33fi 17'h 7r/. 2 4-16d 2-16d 6-1od 2245 1615 1615 1280 1280 1280 4x10 THA422 16 3% 22 7% 2 4.16d 2-16d 6-10d 2245 2245 1935 1935 1935 010 THA426 14 3% 26 7% 2 4-16d 4-16d 6.16d 2245 2245 1935 1935 1935 4x10 THAR/L42 16 345 2236 8 214 1F -40d _P10d 1-lOd 2lOdx1'/r 2435 1090' 2435 1090. 2435 1090' 2095 2095 2095. F23 4x10 2 4x10 THAR/L42 THA422 2 16 14 iii 7'/. 2234 22"rSr 8 254 4-10d 8-10d 1-10d 2 10dx154 310 1675 1675 1675 260 915' 1405 915' 1405 915' 1405 18, F7, L15 2 4x10 THA426-2 14 7'/. 26% 93'. 91'. 2 2 4-16d 4-16d 4-16d 4-16d 6-16d 6-16d 3330 3330 3330 8-1- 252865 2865 170 FACE MOUNT INSTALLATION 3330 3330 3330 2865 2865 2865 2x4 2x6' THA29 THA213 18 18 1% 145 9"K. 133',. 55i 554 9"/. 1345. 16 10d 4 _I0_d 59-6-0-121252310 2350 480 1740 1785 1815 2x6 THA218 18 135 1734. 5% 1734. 1410d 18-10d 4-10d 1840 1870 780 1385 1425 1450 2 2x10 THA218 2 16 3'h 17"/. 8 14'/,. 2216d 4-10d 1840 1870 780 1385 1425 1450 2 2x10 7HA222-2 16 3'/. 2234. 8 14'/,. 2216d 616d 3695 3695 1595 3185 3185 3185 18, F7,' 4x6 THA413 18 33L 1335. 4'b 133E 14-lOd 6-16d 3695 3695 1595 3185 3185 3185 L15 4x10 THA418 16 335 1754 Ti4 1414. 22-16d 4-10d 1170 1940 2235 2400 780 1660 1910 2075 4x10 THA422 16 3% 22 7'i 1414. 22-16d 6-160 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 3% 26 Tit 1r,% aaud 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 c +w w mr.gcc [ r9 r% ZZ'%u 94i - 1645. - 3016d --- 0- 55201 waw w w as is r[a 2 4x10 THA426 2 14 7'/. 2614. 93: - 18 - 38-16d I 6-16d 1855 5520 5520 5520 1595 4440 4745 4745 170 1.16d sinkers maybe 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 bending2. Uplift has been Increased for wind or earthquake loading with no the double shear tabs. further Increase allowed; reduce where other bads govem. 6. For single brand 3x mailers, the follow-inp THA hangers can be installed.using.10dx1'r4'lop palls3..Rool.loads are J25X of floor -loads unlps lirgi[ed IaCbdteCi31t3c.:' y ,. and,2.16d face nails with reduced allowable loads as noted: THA4111/THA422: 1415 lbs. for DFL, 4. THARIL422 with 4-10d top nails and 2-tOd face nails: When the 1215 IDs. for SPF; TH4426: 2245 Ibs. for DFL. 1930 lbs. for SPF. hanger height fa between 9 to 12', the allowable download is 7• Min. Top Range refers to the minimgum length of strapthat must be Held -formed over the header. 1440 IDs. for DFL and 1210 lbs. for SPF. No further increase allowed. 8. NAILS: 16d 0.1 8 ata xI 1543 np n_9, i5 ge V. 3• to other mils* long, on end d = 0ma n. e• x 3' long, 77 0 a m 0 Zr 89 I VALLEY FRAMING & BRACING*DETAIL Lumber Size and Grade Minumum Requirements Ridge board_ 2a6 (min) a2 Southern Pine or better, Rahar spans W-0` or less-. (A) 2x6 SP al, SPF al/e2, OF 82 or better e) 2s6 SP a2, SFF 1l/r2, OF 02 or better Purfins/laterallbracing_ 24 Wet, NF 02, OF 82 or better Sleepers_ 24width art`rofter seat cut) SPF 43 or better 2 parallel 2x6 SPF $3 Cripples and blocking- 2x6 SPF el or better Truss Below_ See design - Southern Pine Material I RIDGE BOARD 2)(41 7 a r COLLAR BEAM, EVERY TNIRO PAIR OF RAFTERS TYPICAL COMMONS Sxe al KING 2x4 Punier 2a' SPACED 2a' O.C. (Where no alwathing GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6', and nal upwards through sheathing into purfin with a minimum of &4d (0.131'x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spens (distance between hoots) 40'-0" or loss Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05,140 mph, Enclosed. Cat 11, Exp 6, Ib1.0, Ktt=1.0 0r A Maximum of ASCE 7-10,130 mph, Enclosed, Exp O, Ktt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm *CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. Space the crippos for each row sterling from the valleys or sleopers and working inward to the ridge board so that.cripple locations are staggered between rows. r o- D.C. (Typ) Connection Requirement Notes I 1 1. 2x6 rakers to ridge 416d toe-nalls Attachment can be made direcUy 2. Cripple fo ridge 4 16d toe -nails or through plywood sheathing 3. Cripple to raker 416d toe -nails by cutting a 2'x6" notch in sheathing 1-) 916d face -nails 4'-G" TYFICAL 4. Rafter to sleeper or blocking 5 16d toe -nails DI-) Rafter to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails S. Pullin to (Typ) 316d toe -nails 9. Truss to blocking 416d toe -nails 30. Truss to cripple a 16d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 316d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to raker 4 164 toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 164(0.162'x3.s')COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0' Iong nailed wf 2.1 the (0.143"x3") nails. Or.2a4:T' or scab reinforcement noilod to Ral edge Of cripple with 1Odl0.126"x3.0') nails at 6" o.c. 'T" or scab must be 10% of cripple length. Cripples over 10'-0 long mqum two CLR's or both (aces wf "T' ar scab. Uso stross graded lumber 6 box or common nails. Marrow, edge of cripple can face ridge or raker. as long as the proper number of nails are Installed into ridge board anstall blocking under rafter it sleepers are not used. anstali blocking under cripples If cripples (all between lower truss tap chords and lateral bracing Is n2r,,,.qp Apply all nailing In accordance to currant NOSnts. Nails are common wire nails unless noted oth VX ENF-'• MVAlemaa RCA- NO fRLOv ALL IOTCS the not WAVW - u*rcRrANry rUbasm fait mAvec t0 ALL IxaneACrTatt vcLLM G rK owmi eL2 Trusses re*6 estrwr cw w rshrCe[hp, hv,tlet% avWwV e,M w aMw•a ftlte. en. tate[ .dttlan or nett Clump COVW. nt f.r.ty 1,Iarw.eNM1 b :! eK iaW rot se Precut:*: odor td Wfornhp mese w rCIOr . Inrtellers snW 01.be t.aper.ry hrseho Ole a LN"s reed ow -w", W sherd etiP her pr a" y atteOvd ebVCOwI dw4V" W be thou new s OF a" y 4"4cp • rVid pep Lecetbns dn.n raw o-wwnt I~d r tmhlw swell hew Mctq aetWel or acs, seetbes as, e7 r ala, as eppllptl*. Moir Ptetes to -ch O er Wes ted Po.ltlon es 0— ehov. ted on tow Jelnt bet W. rte.* wot.4 aMtMs.. Rorer t0 bs.hpi tide -L rr afandeN plat* paste, %j AWw. s Mdon M ITV &AW9 Cor.—to feee0 Inc orb rot w r.veruft" row e 7 d" atlANfiWQ3A/iMNY ",b 0-V4, vry fa. to UAd tit is o h eeMxwK* trek AKU,'TK 1. r for hL=. V*, se WI. tion a Meda or treses. A vel an thts, drawo r mwr Peea urwe ties erawo Vacates eoo,ptutce or i-oFesdeW rwQi a-.O r C aidb w4ly rr W de yn de.n rhr wfad- W ,oe of trb r-eMp s,Ylle4tarlthn'e r any sb'ta1/v k tiv rNpondAlq eI W aVbte 0*stprur pr Arm/TPI I S.eL EYS Ct}. WICLYiis rr norms worw.tlan ser ob Joel e•r 1 netrr ppeee. vd wv we st- AVOFi malab t.csu rpt, ....toiwl ww s1c& w..secrsrstrydpr tCO w..l¢ssl.orp No. 70861 lr • STATE OF c e O R IpP'• V (A) 1(3) (- TC LL 20 30 40 54 TC DL 30 20 7 7 BC DL 0 0 0 0 DC LL 0 0 0 0 To,r. LD.3050 47 61 DUR. FAC. 1.25/1.15 SPACING SEE ABOVE; REF VALLEY FRAMING MATE IO/01/L4 DRWG VACNV1801015 n 1 ALPINE nnIMCO vn ustomerCarpenter Contractors of America Job Number: N333522 Wescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 ddress. I City, State, Zip: Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone* (800)755-6001 alpineitw.com Name, Address and License # of Structural EOR if one exists for the building: Name, License A Address. City, State, Zip- State, Job Engineering Criteria: Design Code. FBC 6th Edition (2017) I View Version. 17.02.01.1115.21 JRef#: 1W7R89750261 Ind Standard., None Wind Speed (mph): 0I Roof Load (pso: 20.00-10.00-0.00- Floor load (psO: 40.00-10.00- O.00 5.00 5.00 This package contains a job notes page, 61 truss drawings and 4 details. Item Seal # Truss 1 019.18.1659.16822 Al 3 019.18.1659.17589 A3 5 019 18.1659 17478 A5G 7 019.18.1659.17979 G1 9 019 18.1659 17261 G3 11 019.18.1659 16651 FG1 13 019 18.1659.16667 D1 15 019.18.1659 16682 D3G 17 019.18.1659.16307 L2G 19 019.18.1659.17854 V3 21 019 18.165917745 V1 23 019 18.1659.18119 MV2 25 019.18.1659.17964 EJ7 27 019 18.1659 16995 EJ7A 29 019 18.1659.17416 EJ2 31 019 18.1659.18088 CJ5S 33 019 18.1659.16776 CMA 35 019.18.1659.17291 CJ1S Item Seal # Truss 2 019.18.1659.16557 A2 4 019.18.1659 17385 A4 6 019 18.1659.17994 A5GA 8 019.18.1659.16261 G2 10 019.18.1659.16900 G4G 12 019.18.1659.18198 C1G 14 019.18.1659.18214 D2 16 019.18.1659.16697 L1 18 019.18.1659 17620 H 1 G 20 019.18.1659.16432 V2 22 019.18.1659.17400 MG1 24 019.18.1659.17775 MV1 26 019.18.1659.16885 EJ74 28 019.18.1659.16402 EJ7S 30 019.18.1659.17619 CJ5A 32 019.18.1659.17900 CJ3S 34 019.18.1659.1149L CJ1f, teiy 36 019.18.1659.}r s gni itsl lir nnfure. PriMP<1 n a been e c ror.cs copies ' hDut an original signature must ve vemreo assnome orminal Fearonlc version. V00Wp111yA» SAM •H .• k cE N f • ;! No.708fii STATE CF f r O,c• '•:ct ORIOa 11f ' ONA 01/22/2018 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 5:48:01 PM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE Phone. (800)755-6001 µ wroMrvn alpineilw. Com Site Information: Customer Carpenter Contractors of America Job Number- N333522 JobDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE , RA01 Address: I City, State, Zip: Item Seal # Truss 37 019.18.1659.17885 CJ54 39 019.18.1659.18010 CJ34 41 019.18.1659.16276 CJ14 43 019.18.1659.17870 HJ7A 45 019 18.1659.16401 HVS 47 019.18.1659.16291 FT1 49 019.18.1659.16526 MG 51 019.18.1659.16120 FT2 53 019.18.1659.17276 FT3 55 019.18.1659.17166 FT4 57 019.18.1659.17025 FT6 59 019.18.1659.16416 MGE 61 019.18.1659.17603 FT10G Item Seal # Truss 38 019.18.1659.16807 CJ3 40 019.18.1659.17760 CJ1 42 019.18.1659.16042 HJ7 44 019.18.1659.17307 HJ74 46 019.18 1659.16527 HJ2 48 019.18.1659.16041 FT1A 50 019.18 1659 16119 FT1GE 52 019.18.1659.18120 FT2GE 54 019.18.1659.16541 FT3G 56 019.18,1659 17729 FT5 58 019.18.1659.17010 FT7 60 019.18.1659.18090 FT8G This dxonwnt has been electrorically signed isalrs)r Mytal Siywhire. pn coviess without an original signature must be verified osingthe original electronic version. l,tlut r ti;•GE NSC •.•! C, ti No. 708151rlr • * ' STATE OFf t• r tf•;°C OR%V el ? ssi0NAI. 01/22/ 2018 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 5 48:01 r Job Number: N333522 I Py, 1I SEON• 1585 / T37 COMM Cusl: R 8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly 8 FROM' PFH DrwNo: 019 18.1659 16822 Truss Label: At SSB / DF 01/19/2018 7'10 14 15' 22'1"2 NY 7'717'14 7'11"2 P1-2 710"14 a 5x5D Loading Criteria (psf) TCLL: 20.00 TCDL' 17.00 BCLL: 000 BCDL' 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " 30 1' 10' 10 i 10' 1' 10' 20' 30' Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP, C Mean Height 24 19 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 it GCpr 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 .82 2x6 SP #2 N• Webs 2x4 SP #3:W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24%wide clearance Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct' NA CAT, NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL) 0.126 H 999 360 B 1643 /704 /1025/. / 287 /4,0 Lu: NA Cs: NA VERT(TL) 0.438 H 999 240 F 1643 / 704 /1025/. / - /40 Snow Duration- NA HORZ(LL). 0.046 H - - Wind reactions based on MWFRS HORZ(fL): 0.103 H B Min Brg Width Req = 1 9 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9 Bldg Code: FBC 6th.ed 201 Max TC CSI' 0.936 Bearings B 113 F are a rigid surface. TPI Std: 2014 Max BC CSI: 0 798 Rep Factors Used: Yes Max Web CSI. 0.668 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver' 17.02.01A 1115.21 B - C 1115 -Z701 D - E 1140 -2425 C • D 1140 •2423 E • F 1115 -2702 QPM H. y-, a v •e G E VfS 7m$ l 41V4 01/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B-1 2289 -852 H - F 2291 -852 I- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. C - 1 398 -513 D - H 902 -422 I - D 900 -422 H - E 398 -513 IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS requiT' re extreme care In fabricatin h ndligg shlnpin Installing,and bracin Refer to and follow the latest edition of BCSI (BuildingHentSafetyInformation, by TPI an S CA) fbr safety ractices prior to performing these functions. Installers shall provide temporaryperBGSI.. Unless noted oTherwise,top chord shall have pro attached structural sheathing and bottom hord shall have a pro e d rigid eel in Locations shown for ermanent lateral rest/Sint ubf wSbs shall have bracing installed p r BCIs ections B3, B7 or 10YIcarne. Ap ly Glatees to each face, truss and position as shown above and on the JoinrDetails, ungess noted otherwise. Refer to Is 160A -Z fgr stantlard plate positions a division of ITW BtrII d1'ngC ompon nt Grppup In .shall no be re;pDons/ble for any ddeviation from this drawingg arrtt failure to build theconformancewithANSIrfPI1, or (nor iandlu sYilshall mstagation and bracing of,trussesA eat on this dr3wir g or cover page , this drawin indicates acceptance 0f proTess'onar en ineering responsrbillty sole for the desi n shown. The suitabilityIeofthis rdwing for any structure is me res Ponsibilit of the Building DesiglSer pe ANS1ITPl 1 S c.2. information see This job's general notes page and these web sites ALPINE www.atptneitw tom: TPI: www 1pwst org. SSCA www.sbcindustry com, ICC www iccsah A IPLNE uam+c r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Py. 1 SEON: 1586 / T36 /HIPS Cust: R R8975 JRef• 1 W7R89750261 FLORIDA TEEN BUILDERS Oly: 2 FROM. RDG Dnallo: 019 18.1659.16557 Truss Label. A2 KM / WHK 01/19/2018 13' 17' 23'5" 30' 6;;-." 6'5" 4' 6'5" 67" w4x10 ft 5x8 D E 30' 1' 10' i 10' i 10' 1 1' 10' 20' 30' Loading Criteria (ps0 TCLL 20.00 TCDL: 17.00 BCLL 0.00 BCDL. 10.00 Des Ld 4700 NCBCLL: 10.00 Soffit 000 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: 23.69 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist' h to 2h C&C Dist a, 3.00 ft Lot from endwall. not in 9.00 it GCpi. 018 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N• Webs 20 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. Lumber value set "1313" 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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance Wind Wind loads based on MWFRS with additional C&C member design. WARNING" READ AN( IMPORTANT" FURNISH THIS DRA) russes reUUuire extreme care in fabricating, handlin omponen[ Safety Information, byY TPI and SBCA) f bracin per 3 SI, Linl ss noted oTherwise,top chord attachid ,rgirl teihn ocations shown for germane as app Ica a Apploy u ates to each face. of truss ar drawings 160A -Z for standard plate positions Alppine, a division of ITW Buddl1ng ompon ntS8 Grppu truss m nformanCe with AN51lf 11, or or handle listing this drawin indicates acceptance of pr and irse of this )awing for any structure is Ai Snow Criteria (Pg,Pf in PSF) Pg: NA CL• NA CAT: W Pl. 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 Ioc Udefl U# VERT(LL) 0127 1 999 360 VERT(TL) 0 449 1 999 240 HORZ(LL): 0.0531 - HORZ(TL) 0120 1 Creep Factor, 2.0 Max TC CSI: 0 841 Max BC CSI 0831 Max Web CSI: 0.258 VIEW Ver: 17.02.01A.1115.21 35};•• CE i 0.7108 1 o SAT O :Q COA ii NAL_N 01/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1618 /308 /1030/- / 254 /40 G 1631 /308 /1030/- / - 140 Wind reactions based on MWFRS B Min Erg Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B & G 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 1040 -2703 E - F 971 -2359 C - D 970 -2330 F - G 1039 -2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - J 2309 -796 I - G 2334 -824 J-1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - J 302 -465 E-1 678 -224 J - D 648 -254 1 - F 301 -464 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracin . Refer to and follow the latest edition of BCSI ((Building ractices prior to perfolgming these functions. Installers shall provide terhporary e grope attached structural shgathing and bottom hord shall hav a pro pefI restraint bf webs shall have braung installed per BCI sections 133, 7 or 131 DY as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE II not be responsible for any deviation from this dr0win arty failure to build the ,,r,,,,,,ca,,,,, 1g, installation and bracing of trussesA seal On this drj,ap I or cover gagga 2400 Lake Orange DrfenineenngresponsTbilfttyvsoleryry, for the design shown. The suitability Jbilit Of the Building Desigrfer pefANSI/TPI 1 Sec.2. Suite 150 ALPINE www aloineaw corn. TPI w Apnstoro: SBCA: www.sbdndustryxom. ICC, www.iccsafe.oro Orlando FL, 32837 Job Number: N333522 Py: 1 SEON: 1587 / T35 / HIPS Cust- R R8975 JRef• 1 W7R89750261 FLORIDA TEEN BUILDERS Oly. 2 FROM. RDG DrwNo 019.18.1659.17589 Truss Label: A3 KM / WHK 01/19/2018 19• + 24 s' + 30' s7 ss a s5 sr• oSS00514T2=SS0514 30' 1' 10• 10' 10• 1' 10• 20' 30' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 1700 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.124 1 999 360 B 1599 /437 /1029/- / 220 /4.0 BCLL: 0.00 Enclosure Closed Lu: NA Cs. NA VERT(TL) 0.446 1 999 240 G 1621 / 437 11029/. / - 14.0 BCDL: 10.00 Risk Category- II Snow Duration. NA HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.129 I - B Min Big Width Req = 1.9 Mean Height: 23.19 ft NCBCLL 10 00 TCDL: 4.2 psi Code I Misc Criteria Creep Factor: 2.0 G Min Br Width Re 1.99q = Soffit: 0.00 BCDL: 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.865 Bearings B & G are a rigid surface. g 9 Load Duration. 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.839 Members not listed have forces less than 375# Spacing:24 0 " C8C Dist a: 3.00 H Rep Factors Used: Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s) Wind Duration 1 60 WAVE, HS, 18SS VIEW Ver. 17.02 01A 1115.21 B - C 1069 -2660 E - F 972 -2355 Lumber C - D 972 -2301 F - G 1068 -2711 D - E 933 -1913 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. CompWebs20SP #3:W3 2x4 SP #2 N. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - J 2273 -829 I - G 2318 -856 Lumber value set "1313" uses design values J-1 1952 -635 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 -134 E-1 503 -123 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 CLRKltttrtltlrrlprprr' restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab t r• reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" S ' 'agun nails @ 6" oc. V•i•`• `{j . i 8 . V' F • %:, Loading Truss passed check for 20 psf additional bottom s ; - chord live load in areas with 42" -high x 24" -wide clearance. s Wind SAT O iQ Q r Wind loads based on MWFRS with additional C& CNO' A- • member design.' 0IVAI. EN` 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg shipping in4talling.and bracin . Refer to and follow the latest edition of BCSI (BuildingComponentSafelyInformation, by TPI an SCA) tbF safety pracllces prior to perto/Oming these functions. Installers shall provide temporary_ bracin oer SCSI. Unless noted olherwise,to chord shall have pro rIv attached structural sheathing and botiorr hord shall have a ro e attach a rlstId cellln `ovations shown for ermanent lateral restr mt 5f wpbs shall hav br cin nslalied p r Bc l s ctlons 133, 137 or 10. as app icalrie Appptoy pplat s to each face o truss and position as shown aeove and on lie Ioin>9aetalls, unless note otherwlse. kefer to ALPINEdrawings160A -Z fbr stan ard plate positions. Asil' n a division of ITW B itddl1n CCom pantsS GfteInC shall not be responsiple for an deviation from this dr win alty failure to build theseconformancewithANSIPI1poorforhanshiDpinq, Installation and bracing f trussesA Seat on thrs dr wii59 or cover pagge , , 2400 Lake Orange Dr.Olnggthisdrawingindicateseccetanteofssionafensneeringresponsibrlivsoleiforthedeafnshown. The suitability Ose of this drawing for any sPructure is sponsibility of the building Designer perYANSIlrPI Suite 150 For more information see ihnlob's general notes page and these web sites ALPINE www atpineiNv wm; TPI: www.lpmsl.ag: SBCA www.sbcindusVy.wm, ICC www iccsafe ora Orlando FL, 32837 Job Number N333522 Ply 1rROM.RDG ON: 1588 / T34 / HIPS Cust R R8975 JRef 1 W7R89750261 FLORIDA TEEN BUILDERS Oty' 2 DrwNo 019.18 165917385 Truss Label' A4 KM / WHK 01/19/2018 5'11' 9' 15' 21' 24'1" 30' r 5'11" 3'1" 6' 3'1" + 5'11• e4X6 =04 =4X6 D E F 1' 10' 10' Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category, II VERT(TL)- 0 475 E 999 240 EXP C DDes Ld: 47.00Desd: Mean Height. 22.69 R 10.00 TCDL. 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 H Max TC CSI: 0.782 Loc from endwall not in 9.00 It TPI Std: 2014 GCpr 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: 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 30' 10' 10' 1 30' I a En 1 Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg- NA Ct- NA CAT. NA PP Deflection in loc Udell L/# Loc R 1U / Rw / Rh / RL /W Pf. NA Ce: NA VERT(LL): 0 124 E 999 360 B 1548 /440 /1022/. / 187 / 4.0 Lu: NA Cs: NA VERT(TL)- 0 475 E 999 240 H 1548 / 440 /1022/. / - /4.0 Snow Duration: NA HORZ(LL) 0 048 J - - Wind reactions based on MWFRS HORZ(TL) 0.117 J B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1.8 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.782 Bearings B 8 H are a rigid surface. TPI Std: 2014 Max BC CSI 0 806 Rep Factors Used, Yes Max Web CSI: 0.340 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver, 17.02 01A 1115.21 B - C 1080 -2524 E - F 989 •2053 C - D 997 -2199 F - G 997 -2199 D - E 990 -2D53 G - H 1079 •2524 H y i J:•• c sF •. < 0.7108 1 e S WO -w` PoNAI. 0)/22/20)8 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp. Chords Tens. Comp. B - K 2147 -832 J - H 2147 -860 K -J 2322 -872 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 626 -251 J - F 626 -251 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus require extreme care in fabricating h ndling shipg, installinpg,and bracing Refer to and follow the latest edition of BCSI (dingComnentSafeInformation, by TPI ane'S CA fbr safTe DDractices rior to erfo min these functions. Installers shall provide temporary bracin Der BCSI.. Unless noted otherwise,top chord shall have prro e j attached structural sheathing and bott2m chord shall hav a properlyattachdrig9idceilingLocationsshownforermanentlateralrestraintbfwebsshallhavebrachinstalledperBCSIsections83, 7 or 810, as app icaGle. Ap Ty ptat8s to each face ofptruss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z I r standard plate positions AI in a division of ITW BuUitdd11n om nentS Group In .shall not be responsible for an deviation from this r win a[1y failure to build the trussin conformance with AN51 I 1 for handlirfq shipping, In IlatiOn and bracin yGf crussesA seal on th s dr wirf or cover page , , 2400 Lake Orange Dr. r listingg this drawing indicates acceptance Qf proTessronaf en neerinq responsibility solely for the desi n shorn. The suitability Suite 150andGseofthis0iawingforanystructureIsaresponsibilityoftheBuildingDesigerpeANSIlfPI1Sc.2. For more tnldmaDon see iMs'ob's eneral odes end these weD saes ALPINE: www al 'neitw com, TPI www t ' st w . SBCA www sbundus wm, ICC: www.ittsale Oro Orlando FL, 32837 Job Number; N333522 Ply. ISEON: 1589 97 lW7R FLORIDA TEEN BUILDERS I Qty: 1 IFROM.PFH / T25 / SPEC I KM No/ R 19. 8.16509 1749 20 96 502 6 1 Truss Label: A5GWHK 5X 4X8(( 15' 23' 8' 8' S 0712 1113XD8 TZ NOXE0 6 Wind Criteria TCLL: 20.00 4X6(C ai a) 6( 8) 86 W2 BCDL. 10.00 T3 EXP. C Des Ld. 47.00 F NCBCLL: 10.00 TCDL: 4.2 psf Soffit 0.00 BCDL 5.0 psf J 1114X8 I SS1017 30' H 11120 1' 6'10"4 8'1"12 8'1"126'10'4 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL- 0.00 Endosure: Closed BCDL. 10.00 Risk Category: II EXP. C Des Ld. 47.00 Mean Height: 22.19 R 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: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 20 SP 2400f-2.OE 72 2x8 SP 2400f-2.OE: T3 2x4 SP #1: Bot chord 2x8 SP 2400f-2 OE Webs 2x4 SP #3:W2 2x4 SP #2 N: W4 20 SP 2400f-2.OE: Lumber value set "138" 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 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1 25) TC From 78 pit at -1 00 to 78 pH at 31.00 BC From 20 pit at 0.00 to 20 pit at 30.00 TC: 562 Ib Conc. Load at 7.03 TC: 250 Ib Conc. Load at 9.06,11.06,13.06 BC 574 Ib Conc Load at 7 03 BC 136 Ib Conc. Load at 9.06,11.06,13.06 BC 1389 Ib Conc. Load at 14.27 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: W 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, 18SS Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 226 D 999 360 VERT(TL)- 0 849 D 663 240 HORZ(LL). 0.039 C - HORZ(TL). 0.093 C Creep Factor, 2.0 Max TC CSI: 0 928 Max BC CSI 0.571 Max Web CSI: 0.655 VIEW Ver: 17.02 OtA 1115.21 Wind Wind loads and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIEDI 01/22/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W K 3881 /2033 /- /• /• /40 F 2897 /1290 / • / - /_ / 4.0 Wind reactions based on MWFRS K Min Brg Width Req = 3 2 F Min Big Width Req = 2 4 Bearings K 8 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 3760 -7769 D - E 4104 -9211 C - D 4107 -9214 E - F 2436 -5479 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp Chords Tens Comp. B - J 6883 -3260 I - H 4825 -2129 J - 1 6844 -3259 H - F 4824 -2124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens Comp J - C 945-306 D - I 865 -1208 C-1 2580 -1117 I - E 4784 -2153 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a lire extreme care in fapn ting, handling shippin in 4alling.and bracing. , Refer to and follow the latest edition of SCSI (Building 5 fey Information, by. TPI and SBCA) rbi gin prior to performing these functions. Installers shall provide temporary BSI., Unless noted o ervvise,top chord shall have grope attached structural sheathing and bottom hord shall have a proper y id ceilin Locations shown for ermanent lateral restraint bf webs shall ham breecinq installed p r BG I sections Q3, B7 or 910, e. _ Apply plates to each face o truss and position as shown above and on lite JoinrDetails, unless not otherwise Refer to Q ompon nts Grqu In ._shall not be responsiple for any deviation from this dr;win ,an failure to buildthe T 11, or or handIi sllippmq, InstpliabGn and bracing of irussgslvA seal on thl; dr3wiXg or (rhe suat3biliaeeptanceofproTesspionaren_ gmeenny respgonsibilg'ity so efAtor the desan shown. y an structure is a res onsibili of the uIIdin Desi ri Se ALPINENE N Erw COM.IIII 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 9 FR11'DA mber: N333522 Ply: 1 I SEON* 1590 / T62 /HIPS I Cusl: R R8975 JRef• 1 W7R89750261 TEEN BUILDERS Oty. 1 FROM RDG DnvNo: 019.18.1659.17994 Label: ASGA KM / WHK 01/19/2018 7' 7' 15' 8' 23' 8' 8X8 1114X6T2 @8ECD 30' 7' T 12 6 a) (a) W2=6X6(C3) t=6X6(C3 4 g F 1 A B 5X5(C3) 11104 = H 1014 11104 = 5X5(C3) 30' 1' ii i 8'1"12 i 8'1"12 i 6'10"4 i 1' 6'104 15' 23'1"12 30' r Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II ssesA seal on thisS dr8win or cover page sole N for the des fan sho n. The suitability EXP: C DesL67 47.00 Mean Height 22.19 R NCBCLL: 10 00 TCDL: 4.2 psi 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 it Loc. from endwall: not in 144.00 GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP 2400f-2 OE :T2 2x6 SP SS Bot chord 2x6 SP SS Webs 20 SP #3 W2, W4 2x6 SP #2 N. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP 0, Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRS 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 60% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks: 0.128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg' NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf, NA Ce: NA VERT(LL): 0.264 D 999 360 Lu: NA Cs: NA VERT(TL): 0 987 D 569 240 Snow Duration: NA HORZ(LL): 0 069 H HORZ(rL): 0164 H Code I Mist; Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: Yes Max Web CSI 0.535 FT/RT:20(0)/10(0) Plate Type(s) WAVE, HS VIEW Ver: 17.02 01A.1 Special Loads Lumber Dur.Fac =1 25 / Plate Dur.Fac.=1.25) TC: From 78 pif at -1 00 to 78 plf at 7.00 TC: From 39 pit at 7.00 to 39 plf at 2300 TC: From 78 plf at 23 00 to 78 plf at 31.00 BC' From 20 pit at 0.00 to 20 plf at 703 BC. From 10 plf at 7 03 to 10 pit at 22.97 BC From 20 pff at 22 97 to 20 pif at 30.00 TC: 565 Ib Conc Load at 7.03 TC: 254 Ib Conc. Load at 9.06,11.06,13.06,15 00 TC: 250 Ib Conc Load at 16.94,18 94,20.94 TC. 562 Ib Conc Load at 22.97 BC: 579 Ib Conc. Load at 7 03 BC 137 Ib Conc. Load at 9.06,11.06,13 06,15.00 BC. 136 Ib Conc. Load at 16.94,18.94,20.94 BC: 574 Ib Conc. Load at 22.97 IMPORTANT" FURNISH THIS DRAWING TO ALL a division of notes page and these web sites 01/22/2018 115 21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 /1670 / - / - 1- /4.0 F 3652 /1660 / - / - /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Req = - Bearings B & F are a rigid surface. T i7 0 T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 3192 -7023 D - E 4029 -8777 C - D 4029 -8777 E - F 3170 -70D4 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 6179 - 2790 I - H 6133 - 2770 J-1 6151 - 2790 H - F 6161 -2770 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp Webs Tens. Comp J- C 685 0 I- E 2896 -1378 C-1 2877 -1356 E- H 678 0 D - 1 1058 -1584 ING THE INSTALLERS to and follow the latest edition of BCSI (BuildinggsefunctionsInstallersshallprovideternmt. lgathingg and bottom hord shall hav a groppe 7gnrlInslBlledpfrBC`I sections $3, or 810Y in Detalls, un ess noted otherwise. Refer to ALPINE kation from this drawing ag, failure to build the M"wcowwn ssesA seal on thisS dr8win or cover page sole N for the des fan sho n. The suitability 2400 Lake Orange Dr. w pe/ANSIIrPI 1 c.2. Suite 150 w Wrist org, SBCA: www.sbeindustry com, ICC www icesale.org Orlando FL, 32837 d Job Number: N333522 I Ply. 1 I SEON: 1591 / T18 / COMM Cusl: RR8975 JRef' 1W7R89750261 FLORIDA TEEN BUILDERS Oty. 4 FROM. RDG DrwNo' 019.18 1659 17979 Truss Label' G1 KM / WHK 01/19/2018 m n Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL' 1000 Soffit. 000 Load Duration 1.25 Spacing: 24.0 " 5''7"4 10'8" 15'8"12 21.4•' 5.7"4 5'0-12 5'0"12 57"4 a 4x8D 21'4" 7'4"4 6'7"8 744 1 7'4"4 13'11"12 21'4" Wind Criteria Wind Std, ASCE 7-10 Speed, 150 mph Enclosure. Closed Risk Category: II EXP. C Mean Height: 15.00 R TCDL' 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall• not in 9.00 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 "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT. N/ Pr: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FEC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Det1ICSl Criteria PP Deflection in loc Udell U# VERT(LL): 0.049 H 999 360 VERT(fL): 0.188 H 999 240 HORZ(LL): 0.020 G - HORZ(TL). 0.048 G Creep Factor: 2 0 Max TC CSI: 0 387 Max BC CSI: 0.680 Max Web CSI: 0.210 VIEW Ver: 17.02.01A.1115 21 00.000.... . k e• i to o. 748 1 01/22/20)8 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installersshallprovide terhporrary poetr BGS, orcoons 3VB7 oro9lnO iniess notes otherwise Refer to Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation_ from t1 notes page and these web saes: TPI: 1 1 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1126 /323 /775 / - /201 /8.0 F 1043 /291 /631 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Big Width Req = 1.5 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 612 -1770 D - E 637 -1562 C - D 609 -1552 E - F 639 -1781 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens Comp. B - H 1510 -483 G - F 1522 -485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C -H 218 -377 D -G 550 -213 H - D 535 - 205 G - E 220 -384 failure to build the I orover pa e , n. he sul blllty ALPINENE mrrwcoMr rn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py' 1 SEON: 1592 / T16 / COMN Cust: R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly: 1 FROM. RDG DnvNo: 019 18.1659 16261 Truss Label: G2 KM / WHK 01/19/2018 5'7"4 10'8" 15'6"t2 21'4" 5'7"4 5'0"12 5'0 12 57"4 a 4X8D 21'4" 7'4"4 6713 7'4"4 F 1 7'4"4 13'11"12 21'4" 1, 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 fl NCBCLL. 10.00 TCDL: 4.2 psi Soffit, 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist' h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Plate Type(s). Loc. from endwall: not in 9.00 ft WAVE GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg- NA Ct NA CAT NA PP Deflection in loc Udell L/# PI: NA Ce: NA VERT(LL): 0.049 H 999 360 Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 Snow Duration. NA HORZ(LL): 0.020 H - HORZ(TL): 0.048 H Code / Misc Criteria Creep Factor' 2 0 Bldg Code' FBC 6th ed 201 Max TC CSI: 0.370 TPI Std: 2014 Max BC CSI. 0.670 Rep Factors Used: Yes Max Web CSI: 0.205 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02.01A.1115.21 1 t,at S T O •; COA ao'i, ONAI 01/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 I- /214 /80 F 1123 /322 /774 /- /- /80 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 602 -1765 D - E 603 -1548 C - D 603 -1547 E - F 602 -1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B-1 1506 -426 H - F 1506 - 452 I- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C-1 217 -376 D - H 537 -207 D SW - 207 H - E 217 -376 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating hh ndlin99 shiuping installing.and bracing. ,Refer to and follow the latest edition of SCSI (BI., t Safety Information, by TPI and S CA) r0r safety practices prior to performing these functions. Installers shall provide terhporarY BCSI Unless noted o hermse,top chord shall have pro attached structural sheathing and bottorR chord shall have a properly id ceihna Locations shown for permanent lateral restramt bf webs shall have bracing mslalled p r BCSI s ctions $3, B7 or B10. Fle Apply places to each face, of truss and position as shown above and on the JoinfDetails, unless note otherwise. Refer to 60A•Z for standard Dlate Dositions vision of ITW BuUitdd'n ompon nt Groua Inc.. shall not be responsible for any deviation from this drawina,an failure to build thetformancewithXIZ11, or (or spand Irj shipping, installation and bracing of.irussesA seal on this dr q or cover page drawing indicates acceptance if proTessronar en meed responsibility sole for for the design sho n. The suitability 1f this drawing for any structure s the responsibility of the Building Desigrier . ANSI/TPI 1 Sec.2. ALPINENE mffwcawun 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 5 F umber: N333522 Ply. 1 SEON• 1651 / T15 /HIPS Cust. RR8975 JRO: 1W7R89750261 DA TEEN BUILDERS Oly. 1 FROM:RDG DrwNo: 019.18.1659.17261 Label: G3 KM / WHK 01/19/2018 9' 12'4" 21'4" 9' 3'4" 9' 56CX8 TZ 5 5X D5 Loading Criteria (psq TC L L. 20.00 TCDL 1700 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL' 1000 Soffit 0.00 Load Duration. 1.25 Spacing: 24.0 " 9'1"12 9'1"12 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height 15.00 R TCDL' 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc from endwall not in 9.00 K GCpr 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 20 SP #2 N Webs 20 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. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT W 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 21'4" 2'10" 11'11"1 9'4"4 21'4" 1• -j Defi/CSI Criteria Maximum Reactions (lbs) PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W VERT(LL): 0.029 G 999 360 B 1123 /323 /773 / - /186 /8.0 VERT(TL): 0.110 G 999 240 E 1123 /323 /773 I - /. /8.0 HORZ(LL). 0.018 H - Wind reactions based on MWFRS HORZ(TL)- 0 042 H B Min Brg Width Req = 1.6 Creep Factor: 2.0 E Min Brg Width Req = 1.6 Max TC CSI 0.776 Bearings B & E are a rigid surface. Max BC CSI: 0.886 Bearings B & E require a seat plate. Max Web CSI: 0.105 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. VIEW Ver: 17.02.01A.1115.21 B - C 569 -1547 D - E 568 -1542 C P ..E •..'' .Qi N . G Sic' , o. 7+08 1 J e• ` e / COA #o'r/ONA i"' 0)/22/20(8 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 -351 G - E 1253 -376 H - G 1261 -352 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requtre extreme care In fabricalin h ndlin shippin , installing,and brawn Refer to and follow the latest edition of BCSI fBuildinggComponentSafetyInformation, by TPI an SCA) gr safety radices prior to performing these functions. Installers shall provide terhporarY bracin er BGS/. Unless noted olherwise,top chord shall have pro attached structural sheathing and bolt2m hord shall hav a prole y attach rigid ceilin Locations shown forpermanent lateral restraint bf webs shall have bracmq ins[8lled pgr BC Is ections $3,7 or 810, as app Ica e. Apply tat s to each face of truss and position as shown above and on the oin Details, un ess noted otherwise. Refer to drawings 160A -Z for siandPard plate positions. ALPINE Alpine, a division of ITW B itddlntQ CCom ngnlS Grq Inc. shall not be responslple for an deviation from this dr win a failure to build thetrussInofrmancewith /1N51lTPI 1 for handlirr sa shinpinp, Inst llatlon and bracing o(trussesA eat on th s dr w Iq or cover page , , 2400 Lake Orange Dr. listing this rawing indicates acceptance of 21P, en in Bring responsibilitty soleryIv or the desi n shown. The suigbility Suite 150andarseothisOFawingforanystructureis p e responsibility o the Building Designer pefANSIlfPI 1 S$c.2. For more mlormaeon see ra ob'e eneral notes a e and inose web sites: ALPINE: www et nedw wm, TPI www msi or , SBCA www sbcindus com, ICC www iccsale org Orlando FL, 32837 I Job Number: N333522 Ply.1 $EON 1594 / T69 /HIPS Cusl R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Qty' 1 FROM PFH DrwNo 019 18 165916900 Truss Label: G4G KM / WHK 01/19/2018 7' 14'4" i 21'4" 7' T4" 7' C6 T2 '= 6XD6 21'4" 1, 6'10"4 3'9"12 3'9" 12 6'10"4 1, 6'10"4 10'8" 14'5"12 21'4" Loading Criteria (Fist) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL: 1000 Risk Category* II EXP: C DesDes Ld 47.00Dd, Mean Height: 15.00 it 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 0 Plate Type(s) Loc from endwall: NA WAVE GCpi 0 18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7.0.0 jacks with no webs Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL). 0.094 H 999 360 Lu: NA Cs: NA VERT(fL): 0.365 H 999 240 Snow Duration• NA HORZ(LL)- 0 042 G - HORZ(TL). 0.101 G Code / Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th ed 201 Max TC CSI: 0 643 TPI Std: 2014 Max BC CSI: 0.685 Rep Factors Used: No Max Web CSI. 0.265 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17 02 01A 1115.21 lot H i 1•:•''GE Teo ( No. Z08 1 % a SAT O 0.• ' 0 CoA #0Si,Z., 01/22/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 2134 /617 /- /• /• /8.0 E 2134 /617 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 2.5 E Min Brg Width Req = 2 5 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 1127 -3930 D - E 1127 -3930 C - D 935 -3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. B - 1 3427 -964 H - G 3398 -961 1-H 3398 -961 G - E 3427 -964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C 696 -74 D - G 696 -74 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS l Safextremextemema re in fabricating, a ri an 'handling, shipping, installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingsafetyrY ) fa ty practices prior to performing these functions Installers shall provide temporary r SCSI., Unless noted olherwise,top chord shall have propperlyy attached structural sheathingg and bottomr chord shall have a properly ngid ceilin Locations shown for permanent lateral restr3lnt bf webs shall hay braacingq stalled per BaSI sections 83, 137 or 810, 8e. Apply elates to ach face of truss and position as shown above and on the Joini tails, unless noted otherwise Refer to 60A -Z for standard plate positions. of ITW B itddl1ncg omponenis Group In shall not be responlie for any deviation from this dr win an failure to build the rice with O 11T 1 1, or for handling sltippinq, installation and bracing of,trussgsA eat on th a dr wiX9 or cover page ing, indicates acceptance of RroTessionarr engineering responsibility so ely. or the desmon shown. The suitability and these web sites ALPINE www aipmedw com, TPI www tpinst org. SBCA www ALPINE owNrr 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 N Job Number: N333522 Ply: 2 SEON. 1595 / T70 /FLAT Cust: RR8975 JRef• 1W7R89750261 FLORIDA TEEN BUILDERS Qly. 1 FROM RDG DrwNo' 019 18.1659 16651 Truss Label: FGt KM / WHK 01/19/2018 2 Complete Trusses Required 21" 1520110,11 5' 1'10"15r 4'4"14+ 6'6"5 + 8'6"12+ 10'4"5+ 12'1"1q 14'5"14+ 16'6"1+ 18'6"1+ 20'5"1, 1-5,1 5' 2'0"15 2'1"7 2'0"7 1'9"9 1'9"9 "f' 2'4"1 2'0"2 2' I'll" 4X10 5X10 =4X8 T7 = 6X12 -8X8 -4X10 =4X12 =6X6 = 6X6 = 5X10 A B C D E F G H I T3 J K V 1114) r7'11"9 12'6"9 Loading Criteria (psf) TCLL. 4000 TCDL: 10.00 BCLL: 000 BCDL- 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soft: 2.00 Load Duration: 1.00 Spacing: 24.0 " 2'0"7 1 2'07 1'11"15 1'11"15 2'3"9 2'2"9 1'11"1 2'0"2 1 ZVI 27"8 2'07 4714 6013 8'0"12 10'4"5 12'6"14 14'5"14 16'6"1 18'619 20'10"1 Wind Criteria Wind Std- NA Speed. NA mph Enclosure NA Category: NA EXP NA Mean Height. NA fl 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 2x6 SP SS:TI 2x6 SP 2400f -2.0E. 73 2x4 SP 2400f -2.0E: Bot chord 2x6 SP SS B2 2x6 SP 2400f-2.OE: Webs 2x4 SP #3:W6, W7, W8, W12, W20 2x4 SP #2 N, W9 2x6 SP #2 N: W10, W19 2x4 SP 2400f-2.OE: Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2.75" 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. Plating Notes All plates are 04 except as noted. 1 plate(s) require special positioning; Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30-0-0 span to TC one face and 2.0-0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Pg NA Cl: NA CAT: NA Pf: NA Ce: NA Dell/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)- 0 178 O 844 360 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W V 2251 /45 / - /0 / - /5.7 Lu, NA Cs: NA VERT(TL) 0 312 O 614 240 R 11451 / - / - /1 / - /4.0 Snow Duration: NA HORZ(LL) 0.013 G - L 4469 / • / - / - / - /30 5495 HORZ(TL) 0.018 G Creep Factor: 2.0 V Min Brg Width Req = 1.5 R Min Brg Width Req = - Code / Misc Criteria Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.773 L Min Brg Width Req = 1.9 TPI Std: 2014 Max BC CSI: 0.904 Bearings V. R, & L are a rigid surface Rep Factors Used- Yate may wPh rsl n AnR FT/RT:20(0)/10(0) Plate Type(s) WAVE I VIEW Ver: 17.02.01A.1115.21 Bearing Block(s) Brg blocks:0.128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8.124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Truss must be installed as shown with top chord up Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp A-0 67 -542 G - H 0 -3335 C - D 1883 92 H-1 0 -4553 D- E 5495 0 1-1 0- 4542 E - F 520 22 J - K 0 -4550 F - G 520 22 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp U -T 760 -81 P-0 5186 0 S- R 66 -2221 O- N 5186 0 R-0 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (lbs) w` urr rriuyrrraprrr Webs Tens.Comp. Webs Tens. Comp. llY's • • / y' A - V 20 -716 F-0 0 -689 E"•••' A -U 597 -74 Q -G 0 -3980 t .Y.• Ci S' .• U-0 49 -748 G - P 1010 0 i B - T 47 -621 P - H 0 -2069 C -S 0 -2282 H -N 72 -714 0,708 1S -D 1161 0 I -N 0 -545 D -R 0-3780 J -M 0 -1163 R- E 0- 3463 M- K 4890 0 E-0 3925 0 K- L 0- 2346 ot• S S!0 AL COA #011 r N " rbtrlowperu W 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' a division of any as snown above and on INSTALLERS Dw the latest edition of BCSI (Building 1s. Installers shall provide to porary nd bottom hord shall hav groppe IedprBC`I s6coons B3, %f or B10y1. unless noted otherwise. Refer to failure to build the Vi` or cover pa e n. The sus bility ALPINENE mrrwcaMnvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py. 1 I SEON. 1596 / T14 /HIPS I Cust: R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oty: 1 FROM: PFH DrwNo: 019.18.1659 18198 Truss Label: CIG KM / WHK 01/19/2018 0 Ts 12 6 1'10"8 6'4" 9'10"4 14'5"8 16'4" 1'10"8 4'5"8 3'6"4 474 1'10"8 8X12 C 4X4 1112D4 T2 E 8X`2 4X8(B3) G Loading Criteria (psl) TCLL. 20.00 TCDL' 1700 BCLL: 000 BCDL' 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing, 24.0 " Lumber IIILJC4 =6AIV =nlUlq IIIZAq 16'4" 11 2'0"4 4'3"1 2 3'8" 4'3"12 2'0"4 2'0"4 6A., 10' 14'3"12 116'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP: C Mean Height: 20.91 It TCDL: 4.2 list BCDL' 5.0 psf MWFRS Parallel Dist- 0 to h/2 C&C Dist a* 3.00 it Loc. from endwall. not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N 12 2x4 SP 2400f-2.OE: Bot chord 2x6 SP SS Webs 2x4 SP #3.W2, W6 2x4 SP 2400f-2.OE: Lumber value set "'I 3B" 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 16.33 BC From 20 plf at 0.00 to 20 plf at 16.33 TC: 66 Ib Cone. Load at 1.91,14.44 TC: 47 Ib Cone Load at 3 94, 5 94, 7.94, 8.40 10.40,12.40 BC: 51 Ib Cone. Load at 1.09 BC: 37 Ib Cone. Load at 1 91,14.44 BC: 148 Ib Cone. Load at 3.09 BC: 33 Ib Conc. Load at 3.94, 5.94, 7.94, 8.40 10 40,12.40 BC: 246 Ib Cone. Load at 5.09 BC 347 Ib Cone Load at 7.06, 9.06,11.06,13.06 Wind Wind loads and reactions based on MWFRS Additional Notes . WIND LOAD CASE MODIFIED! WARNING" REA IMPORTANT" FURNISH THIS any Snow Criteria (Pg,PI in PSF) Pg. NA Ct: NA CAT. W 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, HS Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL). 0.230 D 837 360 VERT(TL): 0 863 D 352 240 HORZ(LL): 0 032 C - - HORZ(TL): 0 076 C Creep Factor: 2 0 Max TC CSI 0.797 Max BC CSI: 0.919 Max Web CSI: 0 365 VIEW Ver: 17.02.01A.1115.21 GE SF •. C 13 • i i O. io8 1 i • at S T O fit` ••.......••' ONAL CoA #0 0)/22/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 2095 /986 /- /- /- /40 G 2106 /862 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 G Min Brg Width Req = 2 5 Bearings B & G are a rigid surface T rh 9) 1 Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1506 - 3622 E - F 3224 -7916 C - D 3135 -7698 F - G 1593 -3893 D - E 3135 -7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -K 3182 -1311 1-H 3467 -1411 K - J 3213 -1302 H - G 3423 -1399 J - I 8001 - 3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 4616 -1895 1 - F 4588 -1870 D - J 349 -380 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing. _ Refer to and follow the latest edition of failure to build the 1 or cover pa e n. The sui bility ALPINE rmvconuiw. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply 1 I SEAN, 1597 / T48 / COMM Cust R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Qty 3 FROM• RDG DrwNo 019 18 1659 16667 Truss Label, D1 KM / WHK 01/19/2018 P in 0 Loading Criteria (psr) TCLL' 2000 TCDL: 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 4700 NCBCLL. 10 00 Soft: 0.00 Load Duration: 1.25 Spacing: 24 0 " T10" 15'8" r Tl 9' 7'10" H0510 C 4X4(B 1) IIILx4 15'8" 7'10' r T10" 1 + 7110" 168" Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height: 22.40 fl TCDL. 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a 3.00 It Loc. from endwall not in 9.00 It GCpi 0 18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 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. Snow Criteria (Pg,Pf in PSF) Pg' NA Ct: NA CAT: W Pf. NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Sid: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 010 E 999 360 VERT(TL): 0 041 E 999 240 HORZ(LL): 0.010 E - HORZ(TL) 0 020 E Creep Factor: 2.0 Max TC CSI: 0.878 Max BC CSI: 0.736 Max Web CSI 0.134 VIEW Ver: 17.02.01A.1115.21 0.708 1 o t SAT O C 041 v 01/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 240 / 579 / - /153 /4.0 D 765 /210 /494 /• /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing B 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 B - C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - E 838 -294 E - D 838 -294 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shlppin installing and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) rbc safety radices prior to performing these functions. Installers shall provide temporary r BCSI , Unless noted olherwise,top chord shall have properixy attached structural sheathing and bottom hord shall hav a pro2er iid ceilin , Locations shown for Dermanent lateral restraint Of webs shall have bracin installed p r BCI sections Q3, 7 or B10y e. Appy Dl r, to ach face of truss and position as shown above and on the Jointi Details, unless noted otherwise. Refer to60A -Z for standardto, positions. shall not I rI 1, or for r acceptance any sructure failure to build the I or cover pa e n. The suitability ALNE mrrwCOMMN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Py. 1 SEON: 1598 / T47 / COMN Cust• R R8975 JRef. 1 W7R89750261 FLORIDA TEEN BUILDERS Oly. 1 FROM• RDG DrwNo' 019.18.1659.18214 Truss Label: D2 KM / WHK 01/19/2018 7' 10" 15'8" r 7' 1 U' 7'10" J o H0510 C 12 6 p m u o m0 B D e A E 04X4(87) 1112X4 =4x4(81) 15'8" 7'10" 7'10" i 1 + 7'10" + 15'8" Loading Criteria (psn 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 Udell U# Loc R /U / Rw / Rh / RL /W TCDL. 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL)• 0.011 E 999 360 B 849 / 361 / 579 / - /153 /4.0 BCLL• 0.00 Enclosure: Closed Lu: NA Cs- NA VERT(TL) 0.041 E 999 240 D 765 / 315 /494 / - / - /40 Risk Category: IIBCDL. 10.00 Snow Duration- NA HORZ(LL). 0.010E - Wind reactions based on MWFRS EXP: C HORZ L 0.020 E B Min Br Width Re 1.5Dest.67 47.00 (T) g q = Mean Height: 22.40 it Code I Misc Criteria CreepFactor: 2.0 D Min Brg Width Req = 1.5NCBCLL: 10.00 TCDL 4.2 psi Bearings B & D are a n id surface Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.878 g ng id Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std, 2014 Max BC CSI: 0 736 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI 0 134 Maximum Top Chord Forces Per Py (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, HS VIEW Ver: 17.02.01A.1115 21 B - C 448 -1063 C - D 464 -1061 Lumber Value Set. 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N B . E 838 -294 E - D 838 -294 Webs 2x4 SP #3 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. t{Itunrllrq/qhq„'' e 0.708 1 _ ot S T O •Q co10 g1. N •• rN+nartartlw tt' 01/22/2018 WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatLnwting h ndlin99 shipping installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ane'S CA) Tai safety practices prior to performing these functions Installers shall provide terhporarryy bracin Der BCSI._ Unless noted olherwise,top chord shall have proRerN attached structural shgathinq and bottom hord shall hav a progeny attach ri nnid ceihn Locations shown for ermanent lateral restraint bf webs shall hav bragnq installed pfr BC I sections Q3, 7 or g10, as app ICa a Appy fat s to ach face o truss and position as shown above and on tt a oin Details, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for sQa1.1 and pate positions Aloin a division of ITW B 1itddl1n LCom n nts Grou In .,shall not be resGponsiple for an deviation from this dr wing an failure to build the truss in conformance with AfV51lTPI 1 or hanrilir s llppinq, installatitSn and bracing of trussesA Seal on thig dr3wir g or cover page , 2400 Lake Orange Dr. helistinggthisdrawingindicatesacceptancefproessionarrenineeringresponsibilitysolerforthedes/ n sho n. The sui bility Suite 150andOseofthisthawing (or any structuregs [he responsibilit of the Building DesigrSer pefANSIITPI 1 S c.2. Fw more mformairon ses Nis ob's neral notes a e end Nese weD sites ALPINE www.al ineihv.com; TPI. www t ' sl or ; SBCA: www.sbuntlus .win• ICC. www iccsafe org Orlando FL. 32837 I Job Number: N333522I Ply 1 I SEON 1599 / T46 / HIPS I Cust. R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Olt 1 FROM ROG Dnallo. 019.18.1659.16682 Truss Label: D3G KM / WHK 01/19/2018 7' 8'8" 15.8.. 7, 7, a 4X6 =4X6 C D 1, 7'1"12 PP Defection in loc Udell U# 7'1"12 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pi in PSF) TCLL. 20.00 Wind Std ASCE 7-10 Pg. NA Ct: NA CAT: N/ TCDL. 17.00 Speed: 150 mph Pf NA Ce NA BCLL 0.00 Enclosure: Closed Lu NA Cs: NA BCDL* 10.00 Risk Category II Snow Duration, NA EXP C Des Ld. 47.00 Mean Height: 22 19 R NCBCLL: 0.00 TCDL: 4.2 psf Code I Misc Criteria Soffit 000 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Spacing 24.0 " C&C Dist a: 3 00 I t Rep Factors Used: No Loc. from endwall: NA 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 T1 2x4 SP #1 Bot chord 20 SP 24001-2.OE Webs 20 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 15'8" 1'4"8 8'6"4 7'1"12 15'8" 1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Defection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL): 0.049 G 999 360 B 1445 /616 - VERT( L): 0.189 G 999 240 E 1445 / 617- HORZ(LL): 0.018 G - Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Big Width Req = 1.5 Creep Factor, 2 0 E Min Big Width Req = 1 5 Max TC CSI: 0.887 Bearings B & E are a rigid surface. Max BC CSI: 0 392 2WT 40 40 Max Web CSI: 0.252 Members not listed have forces less than 3759 Maximum Top Chord Forces Per Pty (lbs) Chords Tens Comp. Chords Tens Comp VIEW Ver 17 02 01A.1115.21 1 B - C 962 -2271 D - E 962 - 2271 C - D 792 -1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - H 1910 -785 G - E 1911 -785 H - G 1936 -792 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp C - H 660 -194 G - D 645 -186 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, Installing.and bracing. , Refer to and follow the latest editi n of BCSI (BuildingnentSafetyInformation, b TPI an SBCA) gr safety practices prior to performing these functions. Installers shal provide tempora Der9 BCSI.. NO ss noted othermse,top chord shall have properly attached structural sheathing and bottom lord shall hav a propel c ri id Appy,lllnCla Bs o s shown ce r ersaandt lateral restraint Of webs shall hav bracing installed pfr BCSI sections $3, 7 or 131 tT, s 160A-Ztandard pefate positions. positron as shown above and on tTie om Details, un ess noted otherwise. Refer to a division of ITW B itddlnQC omponsnts Gr0uu Inc. shall not be resuonsible for any deviation from this dr8winp an failure to buildtheconformancewith N 1lrfPl 1, or for hantlllrtp shipping, Inst llabon and braung of trussesA eal on thig drBwiXp or (rhe suaiabilithisdrawingindicatesacceptanceofpproessovaenveeringresponsibilittyvsoler1 or the des/ n shown. ty e of this thawing for any structure is the responsibflit of the Building Desigrfer pefANSIlfPI 1 5 c.2. ALPINE NlInYCGAI•l.Y 2400 Lake Orange Or Suite 150 Orlando FL, 32837 N Job Number: N333522 Ply. 1 SEQN* 1649 / T26 / HIPM Cusl: RR8975 JRO. WR89750261 FLORIDA TEEN BUILDERS Oly. 1 FROM• RDG DrwNo. 019.18.1659.16697 Truss Label: Lt I KM / WHK 01/19/2018 9' 14'0"8 15' 9' 5'0"8 11" 111 CT28 =— 4X4 2X4(Al) - qAq 1113X6 15' 1, + 9'3"8 i4'10"12 i 9'3"8 14'2"4 Loading Criteria (psr) Wind Criteria TCLL: 2000 Wind Std: ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II HORZ(fL): 0.051 GEXP, C Des Ld 4700DesDd' Mean Height: 15.00 it 10.00 TCDL. 4.2 psf Soffit: 0.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24 0 " C&C Dist a: 3 00 it Loc. from endwall: not in 9 00 ft VIEW Ver: 17.02.01A.1115.21 GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #1 :T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 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 Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W 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 Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W VERT(LL): 0.055 G 999 360 B 772 /221 /568 / - /127 /80 VERT(TL): 0.205 G 999 240 E 740 / 213 /451 / - / - /8.0 HORZ(LL): 0.022 G - - Wind reactions based on MWFRS HORZ(fL): 0.051 G B Min Brg Width Req = 1.5 Creep Factor: 2.0 E Min Brg Width Req = 1.5 Max TC CSI: 0.937 Bearings B & F are a rigid surface Max BC CSI: 0 899 Bearings B & F require a seat plate. Max Web CSI. 0.393 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. VIEW Ver: 17.02.01A.1115.21 B - C 390 -1053 C - D 416 -886 H. t''E Sic ': o. 708 1 01/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B -G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 1031 -482 D - F 337 -662 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in frrabricating9, handling, shipnpingg, installing and bracing Refer to and follow the latest edition of BCSI (BuildingBCSIHUnlessnotedothenvatseopchordsnailenaemprouesrN' prior to structurall sheathintgi and Installershorda$hallhav temporaryaprogerly id ceilinp. Locations shown for Dermanent lateral restraint bf webs shall have braanq installed pfr BC I sections $3, 7 or e10 e _ AppTy plates to each face_ of truss and position as shown above and on the JoinrDetails, un ess noted otherwise. Refer to a division of As wnn Alin rrl 1, or ror n., t is wdrawin indicates acceptance c ie off this cawing for any structure i inlormabon see this job's general notes page and shall not www aipineitw corn, TPI www his draawinf1g annY If to buildthe to de in sh loilgn. The suaWbility A IPLNE mrfwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Py: 1 SEON• 1601 / T75 / HIPM Cust: R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly 1 FROM: RDG DrwNo: 019 18 1659 16307 Truss Label: L2G I KM / WHK 01/192018 7' 10'8" 14' 15' i 7' 3'8" 3'4" 1, -1 12 C 10 III D4 T2 =4X8E 15' 7'1"12 3'6"4 3'6"4 1 7'1"12 10'8" 14'2"4 f' 1 1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) Def11CSl Criteria Maximum Reactions (Ibs) TCLL' 2000 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0 060 1 999 360 B 1283 / 394 / - / - / - /80 BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.225 1 999 240 F 1614 / 472 / - / - / - /8.0 BCDL: 1000 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.016 G - Wind reactions based on MWFRS Des Ld: 47.00 EXP C HORZ(TL): 0.038 G B Min Big Width Req = 1.5 NCBCLL: 0 00 Mean Height: 15.00 it Code I Misc Criteria Creep Factor: 2 0 F Min Big Width Req = 1.9 TCDL. 4.2 psf Bearings B 8 G are a rigid surface Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.730 Bearings B 8 G require a seat plate Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.642 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI 0.855 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi' 0.18 Plate Type(s): Chords Tens Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17 02.01A.1115 21 Lumber B • C 828 -2782 D - E 557 -1901 C - D 557 -1901 Value Set. 13B (Effective 6/1/2013) Top chord 20 SP #1 'T2 20 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 20 SP #1 Chords Tens Comp. Chords Tens. Comp Webs 20 SP #3 Lumber value set "l 3B" uses design values B . 1 2572 -750 I - H 2619 -757 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. 1 hip supports 7.0-0 jacks with no webs. C-1 775 -111 H - E 2245 •657 Left side jacks have 7-0-0 setback with 0-0-0 cant C - H 238 -855 E - G 483 -1472 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 D - H 326 -637 have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. appmngrrq r r Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. a Y•i•; (j S: . l %,, e 0.708 1 1t ' o 0 S T O Q co ZONAL 0v22n018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hhandling9 shi ping installing.and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSfelyInformation, b TPI ana SBCA) ror sa>pety practices prior to performing these functions Installers shall provide temporary BSI. Unless noted oYthenvise,top chord shall have pro attached structural shgathin9 and bottor2 chord shall have a pro2er I Id ceilln , ovations shown for Dermanent lateral restraint bf w bs shall hav bragna Installed p r BCSI sections B3, B7 or B1 , e. App y pptat s to each face oitruss and position as shown a ve and on the JoinfDetails, unless noted otherwise Refer to 60A -Z for rd plate positions. of any not be resGonsible for any deviation from this drpwing,ap failure to buildthe mstallabdnq nd brpacinsl othusseslAveal on thldrawiXq or ffhe suaTabilityenineerinresonsbilisole/ or the des n shown. iilit of the wilding Desig er pe ANSI/TPI I. c.2. PINE www eipniedw can, TPP www tpmst org; SBCA• www sbcindustry coni; ICC www ¢csof ALNE Iwnw07AWn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 I Job Number: N333522 I Py' 1 FROKRDG SEON. 1602 / T23 / HIPM I Cust R R8975 JRef: 1W7R89750261 FLORIDA TEEN BUILDERS Oly: 1 DrwNo: 019.18.1659.17620 Truss Label: HIG KM / WHK 01/19/2018 7' + 1910"7 7' 3'19'7 44X6 T2 1112X44 12 6 r7 p n 0 B 3 A BL— t tFE 715"11 il3'4"13 1, 7'1"12 3'8"11 7'1"12 1910.7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wmd Std* ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL' 1000 Risk Category. II EXP: C Des Ld 4700 Mean Height. 15.00 It 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 GCpr 0.18 Wind Duration: 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #1 •T2 2x4 SP #2 N, Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" 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 0-0.0 setback with 0.0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure Snow Criteria (P9.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: No FT/RT:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 020 F 999 360 VERT(TL): 0 076 F 999 240 HORZ(LL): 0.012 F - HORZ(TL): 0.030 F Creep Factor: 2.0 Max TC CSI: 0.805 Max BC CSI: 0681 Max Web CSI: 0.181 VIEW Ver: 17.02.01A.1115.21 A--M H" J:••,rr- sF •. 0.708 1 SATO Q c A .' is,• 1/N I0NAI EN 01/22/2018 Maximum Reactions (lbs) Lot R /U /Rw /Rh /RL /W B 572 /198 /- /• /- /80 F 995 /224 / - / - / - /11,3 E 611 /207 /- /- /• /5.7 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings B, F, & E 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 (lbs) Chords Tens.Comp. B . C 179 •449 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire extreme care in fabricating h ndlin9 shippin , installmg.and bracmq Refer to and follow the latest edition of BCSI (BuildingfSafetyInformation, by TPI an 'S CA) far safety ractices prior to performing these functions. Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have pro attached structural sheathing and bottorrz chord;hall hav a pro erly Weid ceilinp ocations shown for Dermanent latgral restraint bf wgbs shall have braunq installed pfr BCSI ssctions 133, 7 or 10 App7y pates to each face. of truss and position as shown above and on the oin Details, un ess note otherwise Refer to any from this drewing an failure to buildthe t Seal on t Si r3wiXg or The suitabilityorthedesnshown. ANSI/TPII c.2. ALPINE mmvca.Nv+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Py: 1 I SEON' 1603 / T53 / VAL( Cusl: RR8975 JRef. 1W7R89750261 FLORIDA TEEN BUILDERS Oly' 1 FROM: PFH DrwNo' 019.18.1659.17854 Truss Label: V3 KM / WHK 01/19/2018 1110,18 6'1011,18 12' 1,10"8 4,1 ,.8 1' 4'1"8 + 1,10"8 12 6 =4X4 4X4 1112X44X4(D1) B C D 1 12' Loading Criteria (psi) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL- 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category' 11 VERT(R): 0.003 H 999 240 EXP: C Des Lc: 47 00 Mean Height: 22.39 R NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing 24 0 " C&C Dist a: 3.00 it Max TC CSI: 0 337 Loc from endwall not in 9 00 it TPI Std: 2014 GCpr 0 18 Maximum Web Forces Per Ply fibs) Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 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 Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 6' 6' 6' 12' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg' NA Ct' NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(I-Q: 0 001 H 999 360 1- 98 /31 154 / • /2 /144 Lu: NA Cs: NA VERT(R): 0.003 H 999 240 Wind reactions based on MWFRS Snow Duration' NA HORZ(LL)' -0 000 F - I Min Brg Width Req = - HORZ(TL): 0.001 F Bearing A is a rigid surface Code I Misc Criteria Creep Factor 2 0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0 337 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI 0 117 Maximum Web Forces Per Ply fibs) Rep Factors Used. Yes Max Web CSI 0.074 Webs Tens.Comp. FT/RT.20(0)/10(0) C - G 248 -400 Plate Type(s): WAVE VIEW Ver' 17.02.01A.1115 21 H. 5,:•', C+ Sic %< o. 708 1 qwJ• Q`F co % 10NAL 11 nrr»w1W 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg shlppin , Installing,and bracin . , Refer to and follow the latest edilion of SCSI (IBuilding Component Safety Information, by_ TPI an S CA) fisr safety ractices prior to perfo ming these functions. Installers shall provide terhporarY bracin Der BCS(. Unless noted olherwise,top chord shall have properly attached structural sheathing and bolt2rl hord shall hav a pro2eiilly attachged rigid ceillna. Locations shown for ermanent lateral restraintgel webs shall ha v braaan9 Installed per BCI sections Q3, 7 or 810 as applicable. Apply utates to each face olPtruss and position as shown above and on 1pfle Joini9Detalls, unless noted otherwise. Refer to drawings 160A•Z for standard plate positions ALPINE Alppin a division of ITW B1 itdd11nlCCom n nt Grqu Inc. sh II not be responsiple for an deviation from this drawin ally failure to build thetNssenConformancewithAN51lTPI1Doforandlinslshipping, Inst Ilatldn and braving of trussesA eat on this dr wiitg or cover page 2400 Lake Orange Dry listingg this drawing indicates acce lance of pAroTessronar enneering responsibflitt v soleryIv for tthe desi n shown. The suitability Suite 150andOseofthisaiawingforanys>Pructure is [he responsibilit of the Building DesigrSer pefANSIITPI 1 S c.2. For more informebon see this'ob'a neral notes end these web sites: ALPINE: www.el ma4w.tom, TPI. www t insl or , SBCA www cbGndust vim, ICC www rt:CSafe.0rQ Orlando FL. 32837 Job Number: N333522 Ply: 1 SEON. 1604 / T44 / VAL I Cust. R R8975 JRef 1 W71189750261 FLORIDA TEEN BUILDERS Oqr 1 FROM. PFH DrwNo: 019 18.1659.16432 Truss Label: V2 I KM / WHK 01/19/2018 1108 61 T 8 1110"8 41" 110"8 12 6 : 4X6 =4X6 04(D1) B C= -04(011) Dv i F E 1112X4 1112X4 8' 8' 8' Loading Criteria (psl) Wind Criteria Snow Criteria (P9,PI in PSF) Defl/CSI Criteria TCLL. 20.00 Wind Std: ASCE 7-10 Pg- NA Cl, NA CAT: NA PP Deflection in loc Udell U# TCDL: 1700 Speed: 150 mph Pf: NA Ce NA VERT(LL), 0 001 F 999 360 BCLL 000 Enclosure. Closed Lu. NA Cs: NA VERT(TL) 0 003 F 999 240 BCDL. 10.00 Risk Category, II Snow Duration: NA HORZ(LL). -0.000 E - Des Ld 4700 EXP: C HORZ(TL) 0.001 E - - Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 23.39 it TCDL: 4.2 psi Creep Factor. 2.0 Soffit, 000 BCDL: 5.0 psi Bldg Code FBC 6th ed 201 Max TC CSI: 0 463 Load Duration: 1.25 MWFRS Parallel Dist, h to 2h TPI Std: 2014 Max BC CSI: 0.117 Spacing: 24 0 " C&C Dist a: 3.0011 Rep Factors Used: Yes Max Web CSI: 0.058 Loc from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 20 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 Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /96.0 Wind reactions based on MWFRS G Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, hhandlin , shipping, installing and bracln/q Refer to and follow the latest edition of BCSI (Building t S fety Information, by TPI an a SBCA) f r sa ety practices prior to perfo Ming these functions. Installers shall provide temporary 13 SI.. Unless noted olherwise,top chord shall have pro attached structural shpathin9 and boltun hord shall hav a propeir i id ceilin Locations shown for Dermanent lateral restraint bf webs shall have bracing inslalled per 6C 1 sections $3, 7 or B10Y e. Apply Dlates to each tate, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. of any failure to buildthe n r fihe su Tabflity ALPINENE A"Mcowrvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply. 1 I SEQN• 1605 / T56 / VAL I Cust R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Qty: 1 FROM: PFH DrwNo: 019 18.1659 17745 Truss Label: Vt KM / WHK 01/19/2018 1'10"8 4- 1110,18 2'1"8 12 12 6 Q 5.62 4X4-4X4(D1) T A 4X (Dl) B Cv 1 D 4, 4' 4' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg. NA Ct. NA CAT: NA PP Deflection in loc Udell U# TCDL. 17.00 Speed 150 mph Pf: NA Ce- NA VERT(LL): 0.005 999 360 BCLL:0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.017 999 240 BCDL. 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 Des Ld: 47.00 EXP. C HORZ(TL): 0.004 NCBCLL 10.00 Mean Height. 24.39 it Code / Misc Criteria Creep Factor: 2.0TCDL42psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.097 Load Duration. 1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.141 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.000 Loc from endwall not in 9 00 It FT/RT:20(0)/10(0) GCpi. 0.18 Plate Type(s). Wind Duration 1 60 WAVE VIEW Ver: 17.02.01A.1115.21 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 Valley truss connection to truss below shall be designed and furnished by others 01/22/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin9 shlupin in talling,and bracing.Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, by TPI an SCA) r$r safety ractices prior to perfoing these functions. Installers shall provide temporary bracin per B SI., Unless noted o herwise,top chord shall have pro erly attached structural sheathing and bottom hord shall hav a proper yattachdngtdceillnLocationsshownforpermanentlateralrestrain10fwebsshallhavebraGnqnst@IledpgrBCIs6ctions $3, 87 or B10, as app ICa e. Apply Dlates to each face of truss and position as shown above and on the Joint etalls, unit note otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine,a division of ITW Buitddlnq om onfntS Grpup InC. shall not be regponsiple for anydeviation from this drawin a y failure to build the trussinconformance with AMM 1 1, r for handllrftl, shipptnp, Installatl0n and bracing (trussrsA peal on this dr wing or cover page , , 2400 Lake Orange Dry listingthis drawing indicates acceptance of pro essiona en meed res onsibilit so el v, or tthe design shovtTn. The sw bth 9 and se of this drawing for any structure is the responsibilitllof the oullding Designer , ANSIITPI 15 Ec.2. ti Suite 150 For more information see this jobs general notes page and these web saes: ALPINE www al meetw.com TPI: www t inst org, SBCA www.sbondus tom. ICC: www rccsafe.w Orlando FL, 32837 I Job Number: N333522 I Ply 1 jFROM'RDG EON• 1606 / T41 /MONOCust: R R8975 JRel. 1W7R89750261 FLORIDA TEEN BUILDERS Qty. 1 OnvNo: 019.18.1659.17400 Truss Label: MG1 KM / WHK 01/19/2018 a 4, 4XH B Loading Criteria (psr) Wind Criteria TCLL. 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL: 1000 Risk Category. II HORZ(TL): 0.021 DEXP. C Des Ld: 47.00Desd:: D Mean Height, 22 44 it 10 00 TCDL 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 8/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 20 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 0.00 to 78 plr at 7.00 BC. From 10 plf at 0 00 to 10 plf at 7.00 BC. 765 Ib Conc. Load at 140,340,540 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. IMPORTANT•• FURNISH THIS any 7' 4'10" 2'2" 4'10" 7' Snow Criteria (Pg,PI in PSF) Pg. NA Cl: NA CAT: W PL NA Ce: NA Lu: NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Sid' 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deff/CSI Criteria Maximum Reactions fibs) PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL VERT(LL): 0.012 D 999 360 A 1521 /499- VERT(TL)- 0.044 D 999 240 C 1389 / 460 / • / • / - HORZ(LL) -0.009 D - Wind reactions based on MWFRS HORZ(TL): 0.021 D A Min Brg Width Req = 1.8 Creep Factor, 2 0 C Min Brg Width Req = - Max TC CSI: 0.773 Bearing A is a rigid surface. Max BC CSI 0 586 W 40 Max Web CSI: 0.783 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp VIEW Ver. 17 02.01A.1115 21 J A - B 433 -1319 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp. A - D 1070 -312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2057 -589 B - C 503 -1470 e,`J'0P,GE ..5,• ,,. o. 708 1 tt o :• SAT O Q C0%vDpNA1. 01/22/2018 W ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS kanstallingand bracing.Refer to and follow the latest edition of SCSI (Building ctices prior to performing these functions. Installers shall provide terhporary e properly attached structural sheatrying and bottom ghord shall hav a properly estr3lnt bf webs shall hav brapn insl811ed p r BG51 sections B3, 7 or B1 Q as shown above and on tI a Joint9Details, unless noted otherwise. Refer to II not be re ;Donsi le for any deviation from this dr,win9 art failure to build the instpllation an bracing oof trussesA seal on this rlrawlX, or cover pagQ 1 gngmeP<ring rei}pons_bility_sOlely for the design shown. The Sui ility A IPLNE mrrwcorrun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1SEON 8975 FLORIDA TEEN BUILDERS I Oly. 2 IFROM: PFH1607 T12 / VAL I Dr N/ .1019 8. 1659 1 9/ 2098261 Truss Label: MV2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(LL): NA EXP. C Des Ld: 47.00 Mean Height: 22 56 It NCBCLL: 1000 TCDL: 4.2 psf Soffit 000 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 Creep Factor 2.0 Loc. from endwall. not in 9.00 It Bldg Code: FBC 6th.ed 201 GCpi: 0.18 Members not listed have forces less than 375# Wind Duration: 160 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 02 N Bot chord 20 SP #2 N Webs 20 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. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. R"12 4' 12 5"4 12 1112X4n C 1 fV DF E 1113X6 4' 3'612 5"4 3'6"12 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W F* 97 /33 /67 /- /2`1 /480Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL)- 0.004 E F Min Big Width Req = - HORZ( L): 0.009 E Bearing A is a rigid surface. Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.198 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI, 0 164 Rep Factors Used: Yes Max Web CSI 0.083 FT/RT 20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE 01/22/2018 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq,_randlinq, shippinq, installinq and bracing. Refer to and follow the latest edition of a division of any r and bottortr hord shall hav a propperly stalled pgr BG I sections DZI 7 or B10, tails, un ess noted othervrse. Refer to ALPINE from this drawin any failure to build the o ,r 1 Seal on thi; drawing or cover pa e , 2400 Lake Orange DrForthedesrnshown. The suitability Suite 150ANSIfTPI1Sc.2. org, SBCA w .sbundus com: ICC www imsafa Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: MVI I Py. 1 Oly. 2 I SEON• 1608 / FROM: PFH Tl 1 / VAL I Cust: R R8975 JRef 1 W7R89750261 DrvNo 019.18.1659.17775 KM / WHK 01/19/2018 12 6 F,7- B A 4X4(D1) T CD 2' 2' Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pt in PSF) Def11CSl Criteria Maximum Reactions (lbs), or •=PLF TCLL: 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W TCDL: 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL): 0 007 B 999 360 97 / 16 / 60 / - / 12 / 24.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL)' 0.027 B 999 240 Wind reactions based on MWFRSW BCDL: 1000 Risk Category: II Snow Duration' NA HORZ(LL) 0.003 B - D Min Brg Width Req = - Des Ld: 4700 EXP, CMeanHORZ(TL): 0.007 B - - Bearing A is a rigid surface. Height 23 06 R NCBCLL. 1000 TCDL 4 2 psi Code / Misc Criteria Creep Factor 2.0 Soffit: 0.00 BCDL: 5.0 psi Bldg Code FBC 6th ed 201 Max TC CSI: 0.057 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist: h/2 to h TPI Std. 2014 Max BC CSI. 0.132 Spacing: 24.0 " C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9 00 ft FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s) Wind Duration. 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l 3B" 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. 01/22/20)8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatin h ndlin shiupin , installing,and bracing. , Refer to and follow the latest eddits n of BCSI (Building Component S fety Information, by TPI an S CA) f r safety ractices prior to performing these functions. Installers shal4provide temporary bracin Der BSI . Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro e aItach d n'gid cellm Locations shown for ermanent lateral restraint bf webs shall haw bracing installed pfr BC I sections $3, B7 or 10y as app Ica e. Applgy Clates to each face o truss and position as shown above and on tt a Jom Details, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. AI in a division of ITW Buildln om nemsS Gro upp Inc. shall not be responsiple for an deviation from this drawing aflY failure to build the trussin conformance with ANSI I 1 for handllrfq shipping, Installallon and bracingg yof trussesA eat on this dr3wiilgg or cover pa a 2400 Lake Orange Dr. ra'M„ listing this drawin indicates accmpor 0e of AroTessronar en Ireerinq responsibility solely or the desf n shovlTn. The suitability Suite 150I'd Qse of this iawing for any structure is me res Ponsibflit of the Building DesigrSer pe/ANSIITPI 1 5$c.2. Oro Orlando FL, 32837Formoreinlormaeonsee1Msob's enerel notes a e and these weD sites ALPINE: www el insiNv com, TPI www nst or , SBCA: www.abundus .wm; ICC: www.ittsals Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: EJ7 Ply: 1 SEON: 1609 / T22 / EJAC Cust: RR8975 JRef: 1W7R89750261 Oly. 7 FROM. RDG DrwNo. 019.18 1659.17964 KM / WHK 01/192018 C 12 6 7, Loading Criteria (psf) o u Snow Criteria (Pg,Pf in PSF) DeNCSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT: NA v B A D 1' 7, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeNCSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W B 436 / 94 1349 / - /152 /8.0TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL): NA BCLL- 000 Enclosure: Closed Lu: NA Cs. NA VERT(TL): NA D 136 /13 /106 I - / - /15 BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL)- 0 017 D C 237 /113 /153 / - / - /1.5 Des Ld: 47.00 EXP, C HORZ(fL)- 0 040 D Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit. 0.00 BCDL: 5.0 psf Bldg Code FBC 61h ed 201 Max TC CSI. 0 956 D Min B Width Re q Load Duration, 1.25 MWFRS Parallel Dist. h/2 to h TPI Std: 2014 Max BC CSI: 0.602 C Min Brg Width Req = Bearing B is a rigid surface. Spacing. 24.0 " C8C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate Loc. from endwall: not in 4 50 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration. 1 60 WAVE VIEW Ver: 17.02.01A 1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 (3) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. o. 708 1 os S T O ••'Q r Cco NA 01/22/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, mstallino and bracing. Refer to and follow the latest edition of otnerwise,top cnoro snail nave pro a anacneo structural sneatnin ano Donom noro snail nave a pro er r shown for ermanent lateral restr int f webs shall havebr cln ins Iled p r BCSI sections B3, 137 or 1achface, optruss and position as shown above and on te oint9Details, unless noted othenwse. Refer to' ALPINElatepositions I ompon ntS Grqup In ..shall not be reSponsible for any deviation from this dr win a failure to build the C 11, or or handlirf s iippmo, inst llaur3n and bracing gflrussesA seal on this dr wrX or cover p 2400 Lake Orange DracceptanceofroTessionafenineenngresponsibrlfttyvsoleryryforthedesinshown. The sua9e ility Suite 150anystructureistheresponsibilitoftheBuildingDesigrSerpefANSIlTPI15c.2. rral notes a e ano mese web sties: ALPINE: www.at medw.can, TPI: www t mst a , SBCA. www.sbundus coin, iCC: www.iaaafe. Orlando FL, 32837 Job Number: N333522 Py. 1 SEON: 1610 / T29 / EJAC Cust: RR8975 JRet: 1W7R89750261 FLORIDA TEEN BUILDERS Oty: 4 FROM RDG DrwNo. 019.18.1659 16885 Truss Label: EJ74 I KM / WHK 01/19/2018 31115 C 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL 2000 Wind Std: ASCE 7-10 Pg: NA Ct, NA CAT NA PP Deflection in Ioc Uden U# TCDL 17.00 Speed 150 mph Pf: NA Ce NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu NA Cs NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL): 0.017 D Des Ld: 47.00 EXP. C HORZ (TL) 0.041 D - - Code / Misc CriteriaNCBCLL: 10 00 Mean Height fl1500 TCDL 4 2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.898 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.590 Spacing 24 0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall• Any FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver 17.02 01A.1115 21WindDuration160WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 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. 0.7108 1 o • SAT ID Q Co Kisi pNAL 01/22/2018 i 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /8.0 D 134 /.12 /103 /- /- /1.5 C 228 / 97 /132 / • I - /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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, , handling,shi pin In talling.and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) safety 0ractices prior to performing these functions. Installers shall provide temporary bracin per SCSI Unless noted ovlerwise,to chord shall have roperly atlached structural sheathing and bottQm hord hall have a roper attach tl rigid ceilin .Locations shown forpermanent lateral restraint 8f webs shall hav braclnq installed p r BCI sections $3, B7 or B10y _ as app Ica18e Appy Plates to each face of truss and position as shown above and on tie JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A -Z for standard plate positions Alpine, a division of ITW BUtrild11'ngg ompon ntSS Gj InC. shall not be responsible for any deviation from this drawin atw failure to build thecussinnformancewithAN51l111, or (nor hanshlDpinq, Instollatlon and bracing f trussesA Seal on this dr wirfg or cover page , . 2400 Lake Orange Dr. isting this drawin indicates acceptance of ssponal en In Bring responsfbglity sole)Y for the desi n shown. The sui Q bility and Qsofthis r'wingfor ystructure Isponsibflit o the Building Desigrier perANSIITPI 1 5$c.2. Suite 150 For more mtormabon see This' b's neral notes end mase web sues: ALPINE: www.al 'nenw.com; TPI: www t mst or ,SBCA www.sbrrndus .wm, ICC www iccsate Oro Orlando FL, 32837 OFLRIDATEEN BUILDERS I Oly 10 I FROM RDG / T40 / EJAC I Dr No R8975. 019 1659 16995 01/ 19/ 209850261 Truss Label: EJ7A T 6•s 1 C Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std: ASCE 7-10 Pg. NA Cf. NA CAT: NA PP Deflection in loc Udefl U# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(rL)- NA BCDL' 10.00 Risk Category. II Snow Duration, NA HORZ(LL). -0.014 C Des 47.00 EXP. C HORZ L . 0.028 D Code I Misc CriteriaNCBCLL: 10.00 Mean Height: 22.19 R 7CDL 4.2 psi Creep Factor 2 0 Soffit: 0.00 TCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI, 0.750 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.596 Spacing: 24.0 " C&C Dist a. 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall• not in 4.50 H FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17 02.01A.1115.21WindDuration: 1.60 WAVE Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #1 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 (3) 0.131"x3.0", min. toenails at top chord. Provide (2) 0 131"x3 0", min. toe -nails at bottom chord. OE o.X0C8 1 o :• S T O Cco ONAI. N• 01/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide terhporary bottomhord shall have properly p r BC`I s bons 03, 8 7 or 810unlessnotedotherwise. Reter to shall not web sites' ALPINE' tD C Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 432 /138 /344 /- /200 /4.0 D 136 /14 /104 /- /- /1.5 C 250 / 170 / 150 / - / - /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# failure to buildthe n rhe ui Q btlity ALPINE m mcewivf/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: EJ7S Ply 1I SEON 1612 / T68 / EJAC I Cusp R R8975 JRef 1 W7R89750261 Oly 5 FROM: RDG DnvNo: 019.18 1659 16402 KM / WHK 01/19/2018 B 4x4(Bl) C 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 DDes Ld: 47.00Desd:: Mean Height. 22.44 it 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 it Plate Type(s): Loc. from endwall. not in 4.50 It WAVE GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 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) 0.131'7(3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. rA Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL). NA Lu NA Cs NA VERT( Q: NA Snow Duration NA HORZ(LL)- -0 015 B HORZ(fL). 0.030 C Code I Misc Criteria Creep Factor 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0 777 TPI Std: 2014 Max BC CSI 0.606 Rep Factors Used. Yes Max Web CSI: 0.000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 H. o. 708 1 S T O • to cS •••..... ••NG,,4 coAPONA _.N• 01/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL any Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 /93 /255 /- /176 /- C 137 /16 /107 /- /- /1.5 B 254 / 174 / 154 / - / - /15 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functtiions Installlerrs shall provide temporrary p^ghnstaaled pfr BGSI osreit%ns Q3vB7 ' ooB1rl xn Details, un ess noted otherwise. Refer to failure to buildthe n. Thesui[ability ALPINENE m rlwcOWw+/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 I Py 1 I SEON* 1613 / T54 / EJACI Cust. R R8975 JRef 1 W7R89750261 FLORIDA TEEN BUILDERS Oty 8 FROM: RDG DrwNo: 019.18 1659.17416 Truss Label: EJ2 JB / DF 01/19/2018 Loading Criteria (psq TCLL- 2000 TCDL: 17.00 BCLL: 0.00 BCDL' 1000 Des Ld. 47.00 NCBCLL' 1000 Soft. 0.00 Load Duration. 1.25 Spacing: 24.0 " T 12 C Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height 20.91 fl 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: 138 (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. 4X4(61) 1, 1'10"8 1'10"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl; NA CAT, W Pf: NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 61h ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE n 0 r 1-1 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0 000 C HORZ( L): 0 000 C Creep Factor. 2.0 Max TC CSI 0.183 Max BC CSI: 0.031 Max Web CSI 0.000 VIEW Ver: 17.02.01A.1115 21 O. 708 S AT O • 00 COA ON AN, aV, 01/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /4.0 D 33 /3 /27 /• /- /1.5 C 47 /36 /20 /- /- /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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h aandlm shiDpin mstallmg,and bracln Refer to and follow the latest edition of BCSI (Building t S fety Information, by TPI and SBCA) f$r safety ractices prior to perfo7gming these functions. Installers shall provide temporary BSI.. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall hav a properly i id ceilin ovations shown for ermanent lateral restraint bf webs shall have braGnq nslalled per BCI s6coons 133, 7 or 810, e. Ap lqy Glates to each face of truss and position as shown above and on the Jointaetalls, unless noted otherwise. Refer to 60A -Z I r standard plate positions. a division of any failure to build the 1 or cover pa e n. The suit8bility ALPINENE HmvCONrN« 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N333522 I pty. 1 FROWHMT SEON: 1614 / T28 /JACK Cust. R R8975 JRef 1W7R89750261 FLORIDA TEEN BUILDERS Oly. 9 DrwNo. 019.18 1659.17619 Truss Label, CJ5A KM / WHK 01/19/2018 T 6'S f C f— 1, 411 4 4'11"4 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL 1700 Speed, 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category, II EXP. C Des Ld: 47.00 Mean Height: 21.67 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL- 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to 11/2 Spacing: 24.0 " C&C Dist a: 3 00 fl Plate Type(s): Loc. from endwall not in 4.50 it WAVE 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 "13121" 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. ANT" FURNISH THIS any Snow Criteria ft,Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL). -0.006 C HORZ(TL). 0.010 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.475 TPI Std: 2014 Max BC CSI: 0.298 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 111.0 4-. o. 708 1 0 •' SFS • ........ NG. COA CONAL 01/22/2018 ALL NOTES ON THIS DRAWINGI INSTALLERS I l Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 /107 /272 / - /145 14.0 D 96 /10 /73 /• /- /1.5 C 171 /116 /102 /- /• /15 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 3750 Dw the latest editi n of BCSI (Building Is. Installers shaliprovide tempora nd boett2m horgd shall hav a propBerry unlessnote0 otherwia 7kefer to' failure to build the 1 or cover pa e n. The suiQbility ALPINE mrrwoowwri 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON* 1615 / T45 /JACK Cust: R R8975 JRef, 1 W7R89750261 FLORIDA TEEN BUILDERS Qty. 1 FROM• RDG DrwNo: 019.18 1659.18088 Truss Label: CJ5S KM / WHK 01/19/2018 T 6l"6 1 B 4X4(B1) Loading Criteria (psr) 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 82 R 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 it Plate Type(s). Loc. from endwall: not in 4 50 it WAVE GCpi: 0.18 Wind Duration 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 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"A3.0", min toe -nails at bottom chord. 4'11 "4 4'11 "4 Snow Criteria (Pg,Pf in PSF) Deff1CS1 Criteria Pg: NA Cl, NA CAT NA PP Deflection in loc Udell L/# Pf NA Ce NA VERT(LL): NA Lu: NA Cs. NA VERT(TL)' NA Snow Duration, NA HORZ(LL). -0.007 B HORZ(TL): 0.012 C Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 509 TPI Std: 2014 Max BC CSI. 0.308 Rep Factors Used Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02 011A.1 115.21 o. 708 1 ot S T 0 D l' •• 4 COA 4190 01/22/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 246 / 62 /180 / - /121 /- C 97 /11 /76 /- /- /1.5 B 177 /120 /108 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin ,handling shipping installing,and bracin Refer to and follow the latest edition of BCSI (Building t S fety Information, by TPI an SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporary BCSI , Unless noted ovlerwise,top chord shall have property attached structural sheathing and bottom hord shall hav a propper Vceiling. Locations shown for ermanent lateral restraint of webs shall havebracin installed p r BC I sections l33, 7 or B10yI6e. Appy Plates to each face, o truss and position as shown above and on te Joint9Details, un ess noted otherwise Refer to 60A -Z for standard plate positrons. a division of ITW BuildincLComoonents GrouD Inc. shall not be resDonsible for rl 1, or for r acceptance any structure these web sites: ALPINE: failure to build the 1 or cover pa e n. The suf bility ALPINENE Nmvcownv« 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 I Ply. 1 I SEON: 1616 / T19 /JACK I Cust: R R8975 JRet. 1 W7R89750261 FLORIDA TEEN BUILDERS Oty: 1 FROM RDG DrwNo. 019.18.1659.17900 Truss Label: CJ3S KM / WHK 01/19/2018 T 6"6 i Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std. ASCE 7.10 TCDL 1700 Speed: 150 mph BCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(TL): NA EXP: C Des Ld. 47.00 Mean Height 2142 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5 0 list Load Duration: 1 25 MWFRS Parallel Dist. 0 to h/2 Spacing. 24.0 " C&C Dist a: 3 00 ft TPI Std, 2014 Loc. from endwall: Any B Mm Brg Width Req = - GCpi: 0.18 Max Web CSI. 0.000 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. 12 B 4X4(61) 2'11"4 2'11"4 C 1 l Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT, NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL 1W A 148 / 34 /108 / - /70 / - Pf NA Ce NA VERT(LL) NA Lu. NA Cs. NA VERT(TL): NA C 57 /6 /44 I - / - /1.5 Snow Duration: NA HORZ(LL)- -0 002 B B 106 /72 /64 / • / - /1.5 HORZ(fL) 0.003 C Creep Factor 2 0 Wind reactions based on MWFRS A Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 283 C Min Big Width Req = - TPI Std, 2014 Max BC CSI 0.111 B Mm Brg Width Req = - Rep Factors Used. Yes Max Web CSI. 0.000 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s). VIEW Ver: 17.02.01A.1115 21WAVE 0", H -, GE o. 708 1 to o S COANAL,,,N, 01/22/2018 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS In fa2ncatino, handlinq, shipping, installino_and bracing. Refer to and follow the latest edition of any iall have a propperl ins ¢ 137 or er3, erwlse Referto' to ALPINE failure to build the M "C The suitability 2400 Lake Orange Dr. Suite 150 ry.com; ICC www iccsefe org Orlando FL, 32837 Job Number: N333522 Ply: ,SEAN, 1617 / T27 /JACK Cust• RR8975 JRef 1W7R89750261 FLORIDA TEEN BUILDERS Oty' 9 FROWHMT DrwNo' 019.18.1659.16776 Truss Label: CJ3A KM / WHK 01/19/2018 T 6"6 1 C Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL 1700 Speed. 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category' II EXP: C Des LCF 47 00 Mean Height: 21.17 R 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 it Plate Type(s): Loc. from endwall: Any WAVE GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C8C 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. 2'11"4 211 "4 Snow Criteria ft.Pr in PSF) Defl/CSI Criteria Pg NA Ct. NA CAT. NA PP Deflection In loc Udefl L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(R): NA Snow Duration' NA HORZ(LL): -0.001 C HORZ(TL). 0.001 C Code I Misc Criteria Creep Factor, 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 253 TPI Std 2014 Max BC CSI 0096 Rep Factors Used' Yes Max Web CSI: 0.000 FT/RT•20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02 01A 1115 21 40.ZN S '• o. 708 1 a SAT O COA WZZON AL brrrannr'' 01/22/2018 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 / 81 /207 / - /94 /4.0 D 55 /3 /42 I- /- /1.5 C 94 /65 /52 /- /- /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 fabrlcatin , h ndlin9g, shi pin , Installing and bracin/q Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an SCA) fOr sa ety Rractices prior to perfo ming these functions. Installers shall provide temporarryy bracin Der SCSI.. Unless noted olherMse,top chord shall have prouerly attached structural sheathing and botig chord shall hav a pro2erlyattachdrigidtonin . I)ocatlons shown for ermanent lateral restraint bf webs shall have braacing installed pfr SCSI sections ¢3, 7 or 810, as app ca e. Apply Dates to Bach face o truss and position as shown above and on the JoinfDetails, un ess note otherwise. Refer to ALPINEdrawings160A•Z for standard plate positions. Alpine, a division of ITW B itddlnQC omponents Gr4uu Inc shall not be responsiple for any deviation from this drawing an failure to build the M"WC truss In ofOrmance with 11N511TPI 1, or for handlirfcl shl In , Instellatlon and bracin oftrussesA Seat on thlS drawir q or cover age, , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproassionarensneeringresponslbilirisolelyforthedesfanshown. The suitabrllty Suite 150andgseofthis0cawingoranystructureistheresponsibilityoftheuildipgDesigerperANSIRPI1c.2. For more information see this ob's general notes page and these web silos: ALPINE: www.al 'neitw.com: TPI: www. st.or ; SBCA: www.sbcindus .com: ICC www iv -sale oro Orlando FL, 32837 Job Number: N333522 I Py. 1 I SEON: 1618 / T52 /JACK I Cush R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oty. 13 FROM. HMT DrwNo: 019.18.1659.17494 Truss Label: CAA KM / WHK 01/19/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld 4700 NCBCLL: 10.00 Soffit* 000 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 20 67 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 20 SP #2 N Bot chord 20 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. 12 6 F7- C B T A D 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT, Ni PC 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 11"4 11"4 =i Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT( L): NA HORZ(LL)- -0.000 C HORZ(TL) 0 001 C Creep Factor: 2.0 Max TC CSI: 0.183 Max BC CSI: 0.020 Max Web CSI: 0 000 VIEW Ver: 17.02.01A.1115 21 08 1 J 0 n I v t COAQjONAI ,r,• 01/22/2018 Y ih Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 182 /72 /173 /- /45 /4.0 D 12 /6 /13 /- /- /1.5 C -12 /27 /20 /- /- /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 DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabncatin h ndlin9 shipping in$talling.and bracing. , Refer to and follow the latest edition of BCSI Building t Safety Information, by TPI an S CA)1br safey practices prior to performing these functions. Installers shall provide temporary SCSI., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom ord shall hav a proper/ id ceilin Lorations shown for Dermanent latgral restraint 6f webs shall hav bracinganstalied pfr BC I sections Q3, 7 or 810, Re. Ap l0y elates to each face, of truss and position as shown above and on lie Joint etails, un ess noted otherwise Refer to 60A -Z I r standard plate positions. a division of TPI 1, or for r acceptance any structure from this dr win ap failure to build the seal on th s dr N or cover pagtiliyorthedesmonshown. The suita TPI www 1pinsi org: SSCA: www sbundustry.com. ICC www ALPINENE Ml mY CONW+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: CJ1S Loading Criteria (psp 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 Lc: 47.00 Mean Height: 20 82 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 It Plate Type(s). Loc. from endwall: Any WAVE 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 02 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. IMPORTANT" Py. 1 Ory: 1 12 6 1 SEON.1619 / T50 /JACK Cust:RR8975JRef• 1W7R89750261 FROM. HMT DrwNo. 019 18 1659.17291 KM / WHK 01/19/2018 4X4(61) C ii1K! Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg, NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL). NA Lu- NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 B HORZ(TL): 0.000 B Code / Misc Criteria Creep Factor, 2 0 Bldg Code FBC 61h.ed 201 Max TC CSI: 0.027 TPI Std: 2014 Max BC CSI: 0.007 Rep Factors Used: Yes Max Web CSI: 0.000 . FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02.01A 1115.21 o. 708 1 t SAT O COA' WONAL E •• Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 51 /6 /36 /• /21 /- C 17 /2 /13 /- /- /1.5 B 32 /24 /20 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# 01/22/20)8 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS n handling,shi pin , installing and bracingRefer to and follow the latest edition of BCSI (Buildingn SBCA) sat°ety ractices prior to performing these functions. Installers shall provide temporary e,top chord shall g ave pruerly attached structural sheathmgeand PttQm chord shall hav@ a properly orpermanent lat ral restr mt f webs shat have braaangg ins Iled er SCSI sections 83, 137 or 1310 t of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ions. m nts Gr py Inc. shall not be response le for any deviation from this dr0win a failure to build theI. for handI c shiDpm , mst llation and bracing of trussesA teal on this dr w Xgg or cover page mce_ of prolessiona. engiripj ing responsibility so My. o the design shovTn. The suitability ALPINENE mfrwo HI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1620 / T32 /JACK I Cust. R R8975 JRet: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly 6 FROM: HMT Dnallo. 019.18.16591 7026 Truss Label: CJS I KM / WHK 01/19/2018 C 12 6 M r TCLL. 20.00 Wind Std: ASCE 7-10 l7) 9) BCLL: 0.00 Enclosure Closed BCDL: 1000 B EXP: C M 1 A D TCDL: 4.2 psf 2X4(A1) Loading Criteria (psr) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 1000 Risk Category: II EXP: C Des Ld: 4700 Mean Height: 15.00 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 000 BCDL 5 0 list Load Duration: 1 25 MWFRS Parallel Dist, 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall• not in 4 50 ft GCpi: 0.18 VIEW Ver: 17.02.01A.1115 21WindDuration. 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 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. FU any THIS DRAWING 4'11 "4 4'11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration. NA HORZ(LL): 0.005 D HORZ(TL): 0.013 D Code I Misc Criteria Creep Factor, 2 0 Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.422 TPI Std: 2014 Max BC CSI 0.287 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115 21 o. 708 1 ot SAT O COA' W10NAI. 01/22/20)8 ALL NOTES ON THIS DRAWINGI LL CONTRACTORS INCLUDING THE installing and bracing. Refer to and roll Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 338 /76 /277 /- /112 /80 D 94 /8 /71 /- I- /1.5 C 163 /78 /103 /- /• /15 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 8 requires a seat plate. Members not listed have forces less than 375# from this drawin a failure to build thetSealonthisdrwXIorcoverpae , orthedes csho gn. The suigbility ALPINE MIMC w v 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: CJ54 Py. 1 SEON- 1621 / T66 /JACK I Cusl: RR8975 JRet: 1W7R89750261 Oly. 2 FROM RDG DrwNo 019 18 1659.17885 KM / WHK 01/19/2018 12 C 4 ti M B (V 315 /4 D 4'11"4- 4'11"4 Loading Criteria (psi) Wind Criteria Snow Criteria (P9,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 Udell U# Loc R / U / Rw / Rh / RL 1W B 330 / 92 /261 I - /75 /80TCDL: 17.00 Speed 150 mph Pf: NA 'Ce NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 93 /8 /70 I - / - /1.5 BCDL. 10.00 Risk Category- II Snow Duration: NA HORZ(LL)- 0 006 D C 156 /66 /89 / - / - /15 Des Ld: 47.00 EXP C HORZ L 0.013 DT ) Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL1000 Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.391 D Min B Width Req = - Load Duration. 1.25 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.278 C Min Brg Width Req = Bearing B a rigid surface. Spacing: 24.0 " 9 C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI: 0 000 Bearing B requires a seat plate. Loc from endwall. not in 4.50 it FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration- 1 60 WAVE VIEW Ver: 17.02.01A.1115.21 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. THIS any F V10" H 3. .••AGE Sic' ., C yi11. 0.7108 1 k e T O 10NAI. N•, 01/22/2018 ALL NOTES ON THIS DRAWINGI INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary uctural sheathingg and boltQm hord shall hav a properl have bracing Insl@Iled r BCI sections Q3, 7 or B10y on the JoinrDetails, unless not otherwise. Refer to it anyodeviatiion from this dr wing,an gI , lure to buildgt@he nsibiliN soleror the de i nshovsn r The sui[ability Desig er pe ANSIlfPI 1 n; TPI• www tpmst orp, SBCA www.sbiandustry.com; ICC: www iccsar ALPINENE N nwc Mf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Pty: 1 SEON: 1622 / T58 / JACK Cusl: R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Qty, 6 FROM. HMT DrwNo: 019.18.1659.16807 Truss Label: CJ3 KM / WHK 01/19/2018 lei T M r in CD 1, 2'11"4 2'11'A Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL. 20.00 Wind Std. ASCE 7.10 Pg, NA Ct: NA CAT. NA PP Deflection in loc Udell U# TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA BCLL: 000 Enclosure: Closed Lu- NA Cs: NA VERT(fL)- NA BCDL: 1000 Risk Category- II Snow Duration, NA HORZ(LL)- 0.001 D Des Ld: 47.00 EXP. C HORZ(TL). 0.002 D Mean Height 15 00 it Code / Misc Criteria Creep Factor, 2.0NCBCLL: 10.00 TCDL. 4.2 psi Soffit: 0.00 BCDL 5 0 psi Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.180 Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI, 0 091 Spacing, 24 0 " C&C Dist a 3.00 it Rep Factors Used: Yes Max Web CSI. 0.000 Loc. from endwall: Any FT/RT.20(0)/10(0) GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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. toenails at bottom chord ptnrrnuurrrur„ 0.708 1 ~L i ti ,o t• SAT O ; V COA'aea ONAI. 01/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 248 /61 /212 /- /74 /8.0 D 52 /4 /41 /- /- /15 C 87 /43 /52 /- /- /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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatin, handlingg shippin installing and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an BCA) rb) safety radices prior to perfo ming these functions. Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have property attached structural shgathing and botsQm hord shall have a properly i id ceiling. ovations shown forpermanent lati;ral restraint bf webs shall have bracin installed p r BC I secoons 3, 137 or 970, e. A g y Dlates to each face otPtruss and position as shown above and on the Join Details, ungess noted otherwise. Refer to 60A -Z for standard plate positions. a division of ITW B itd1n ompon nlsr Grolr Inc. shall not be responsible for any deviation from this dr wing any failure to by Id the c nformana with AN51/TPI 1, or for andli q shipping, installatldn andel brawncl of trussesA seat on th s drawlna or cover age T Irawing indica es acceptance of proTessionar en sneering respons7bflity solel r for the desi n shown. The suitability e o this drawing or any structure is the responsibilit of the Building Desig er pe ANSIlfPI 1 S c.2. TPI www tpmst org, SBCA www.sb6ndusirycom. ICC: www 14111661., ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON. 1623 / T67 /JACK Cust: RR8975 JRef: 1W7R89750261 FLORIDA TEEN BUILDERS Qty' 2 FROM: RDG DrwNo: 019 18.1659 18010 Truss Label: CJ34 KM / WHK 01/19/2018 V 12 4 F7:::;- C 2X4(A1) 1, 2'11"4 2'11'A Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category II EXP: C Des Ld: 47.00 Mean Height, 15.00 it 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 it Plate Type(s). Loc. from endwall: Any WAVE GCpi: 0.18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 92 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 (P9,Pf in PSF) Deff/CSI Criteria Pg: NA Cf. NA CAT: NA PP Deflection in loc Uden L/# Pi: 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: 0 085 Rep Factors Used: Yes Max Web CSI. 0 000 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02.01A.1115.21 E Sir' .• t s o. 708 1 P NAI.N,, 1 i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /71 /199 /- /50 /8.0 D 51 /4 /39 /- /- /1.5 C 82 /35 /45 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Rep = - 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# 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care In fabr•catin , handling shipping installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) 4i safety practices prior to performing these functions. Installers shall provide te9pora r SCSI._ Unless noted olherwise,top chord shall have proRerly attached structural sheatlpng and bottom hord shall hav a pro eWWecell•nq ocations shown for ermanent lateral restrInt 6f webs shall hav br crop Installed Der SCSI sections $3, 7 or 1 , e ADDTY plates to each face of°truss and position as shown above and on the JoinfDetails. unless noted otherwise. Refer to any any deviation from this drawing a 1y failure to build the 1q of ttrvyusses yA eal on this drewilt or cover p esigrler perANSI/TPI Isi c c ZhoWn. The suitability TPI wwwtpinst.org:SBCA• www,sbcindusbycom:ICC. wJccsafew ..sbcindus wm:ICC. wJccsafe ALPINE mnwtorwNr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: CJI 4"3 1 Loading Criteria (psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL 1700 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category: II EXP, C Des Ld 4700 Mean Height: 15.00 R NCBCLL: 10.00 TCDL: 4.2 pst Soffit: 000 BCDL 5.0 fist Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 it Plate Type(s): Loc. from endwall Any WAVE 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 "l 3B" 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 IMPORTANT" FURNISH THIS any Ply. 1 Oty. 6 12 6 F7 - C 11114 11 "4 SEON- 1624 / T31 / JACK I Cusl: RR8975 JRef. 1W7R89750261 FROM• RDG Dnallo: 019.18.1659 17760 KM / WHK 01/19/2018 F T co a, rn Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL)- NA Snow Duration: NA HORZ(LL)- -0.000 D HORZ(TL). 0.000 D Code I Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 171 TPI Sid: 2014 Max BC CSI 0022 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.01A.1 It 5.21 o. 708 1 k e i SFS •. ..........N r COA5'ft NAI. N•, 0(/22/2018 ALL NOTES ON THIS DRA' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 /66 /189 /- /36 /8.0 D 7 /11 /14 /• /- /1.5 C •21 /35 /24 /- /- /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# INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide terhporary uctural sheathing and bottom chord shall hav a properly hav bracing inslalled p r BCSI sections B3, 7 or 810, on tfla aoinoDetails. unless noted otherwise Refer to failure to buildthe. The suitability ALPINENE IM"COMIMIII 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py'1 I SEON. 1625 / T24 / JACK I Cust' R R8975 JRef. 1 W7R89750261 FLORIDA TEEN BUILDERS Oly' 2 FROM. RDG DrwNo' 019.18 1659.16276 Truss Label: CJ14 KM / WHK 01/19/2018 12 4 C B T T 315 A D 2X4(A1) 1, Loading Criteria (psi) 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: 4700 Mean Height: 15.00 it 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 it Plate Type(s): Loc. from endwall. Any WAVE GCpi' 0 18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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. 11114 11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA CP NA CAT NA PP Deflection in loc Udefi L/# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT( L): NA Snow Duration: NA HORZ(LL)' 0 000 D HORZ(fL): 0 000 C Code I Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI. 0 159 TPI Std: 2014 Max BC CSI 0020 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT'20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.0201A.1115.21 Je VGES• •. t o. 708 1 01/22/2018 tom < MAIL Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 191 /88 /174 /- /25 /8.0 D 7 /11 /16 I• !• /1.5 C -21 /31 /24 I- /- /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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handlingg shinpin ingtallrng,and bracln Refer to and follow the latest edition of BCSI (Building I Safety Information, byY TPI an SBCA) f0) safety racttces prior to performing these functions Installers shall provide temporary BCSI., Unless noted 00 erwise,top chord shall have proDp.erly attached structural shgathing and bottom Chord shall have a pro erly I rd ceihn Locations shown for ermanent lateral restramt bf webs shall hav brar na ins p r BCSI sections $3, 137 or 10, e. Applgy plates to each face of°truss and positron as shown above and on tt a aoinoDetails, un ess noted otherwise. Refer to 60A -Z for standard plate positrons. a division of 1 PI 1, or Tor r acceptance any sructure shall from this drpwin9 ann failure to build the A peal on this drawiXg or cover page , ASI/TPIthedesjgc shovrin. The sui[abrhty ALPINE MMC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py: 1 FROKHMT SEON 1626 / T30 /HIP_ I Cust: R R8975 JRef. 1W7R89750261 FLORIDA TEEN BUILDERS 01y. 3 DnvNo: 019.18.1659.16042 Truss Label: HJ7 KM / WHK 01/19/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL- 000 BCDL 1000 Des Ld. 47.00 NCBCLL: 0 00 Soffit: 0.00 Load Duration 1.25 Spacing. 24.0 " T31 5'2"5 + 91101.1 5,7,5 4'7"11 0 1,5„ i 9,5„7 " 0 9,57 11 1.1 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist. 0 to h/2 C&C Dist a, 3 00 it Loc. from endwall, NA GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set "l 3B" 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. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT. W 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 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL). 0.017 C 999 360 VERT(TL) 0.067 C 999 240 HORZ(LL): 0.006 F - HORZ(TL). 0.014 F Creep Factor, 2.0 Max TC CSI: 0 901 Max BC CSI 0623 Max Web CSI: 0.420 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 /- /- /- /106 E 443 /56 /- /1 /0 /1.5 D 305 / 156 / - /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Beanng B is a rigid surface. Bearing S requires a seat plate. Members not listed have forces less than 375# VIEW Ver 17 02 01A.1115.21 Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp B -C 341 -817 0.708 Q• SAT 0 •• Q CoA frl 910NAI NMlommi 01/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 -308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 333 -831 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in (atirlcatln h ndlin9 shipping installing and bracing. Refer to and follow the latest edition of SCSI (Budding Compo nentt Safety Information, b 1 PI an 'SCA) rai saiey pracbces pnor to performing these functions. Installers s all Drovide tempora bracing per BCSI._ Unless noted o herwise,top chord shall have ProRerN attached structural sheathing and bottom chord Shall hav a proper attach€d rigid cedm Lovations Shown for permanent lateral restraint bf webs shall h braGng insr811ed per SCSI secbons B3,7 or 610, as app lCa a Applgy Plates to each face of truss and position as shown above and on t ie Jon taits, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. Alpine. a division of ITW Building Components GfoUD Inc. shall not be responsible for anv deviation from this drawln ,a failure to build the i PI 1, or tor r acceptance any sructure www alpineitw com, TPI Seal on thlg drbwiXg or cover page Aorthe des1gn sho n. The suitability ALPINENE NImVCewVll 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py: 1 I SEON. 1627 / T21 /HIP_ I Cust R R8975 JRef• 1 W7R89750261 FLORIDA TEEN BUILDERS Qty 4 FROM. HMT DrwNo• 019.18 1659 17870 Truss Label: HJ7A KM / WHK 01/19/2018 5'2"3 9'10"1 573 47"14 7 12 424 3X6 C N 4" 1 "1 O Wind Criteria O DefIICSI Criteria Maximum Reactions (Ibs) Q B Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W sTa A Speed: 150 mph Pf NA Ce: NA L F F Loading Hipjack supports 6-11.8 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 (3) 0 131"x3.0", min toe -nails at bottom chord. Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 437 -755 i 3-:••' GE S ••' 1 0.708 S COA M%r. l 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAB IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUt a division of any N NAI. ti a ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide terhporarryy leathing and bottom chord *hall hav a progeny ting installed pgr BC`I sections $3,7 or 610, an etads. un ess noted otherwise. Referto failure to build the n. Cor e .P.Sbility ALPINENE MMC 2400 Lake Orange Or Suite 150 Orlando FL, 32837 1'5" 9'S"10 9'S"10 4" 1 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL). -0.023 C 999 360 B 423 / 181 / - / - / - /4.9 SCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0 061 C 999 240 E 439 /101 / - / - / - /1.5 BCDL. 10.00 Risk Category' II Snow Duration: NA HORZ(LL). -0.010 E - D 312 /209 / - / - / - /1,5 Des LCF" 47 00 EXP: C HORZ (TL): 0.012 E - - Wind reactions based on MWFRS NCBCLL. 0.00 Mean Height: 22 18 ft Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Soffit 000 TCDL: 4.2 psf BCDL' 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0 808 nr = E MiBWidth Re9 Load Duration 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 D Min Brg Width Req = g Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a- 3.00 ft Rep Factors Used: No Max Web CSI. 0 392 Loc. from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi 0 18 Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1 60 WAVE VIEW Ver: 17.02 01A.1 115 21 Chords Tens.Comp. Lumber B - C 441 -743 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 20 SP 01 Chords Tens.Comp Webs 2x4 SP #3 Lumber value set "1313" uses design values B - F 688 -398 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. Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top chord. Provide (3) 0 131"x3.0", min toe -nails at bottom chord. Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 437 -755 i 3-:••' GE S ••' 1 0.708 S COA M%r. l 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAB IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUt a division of any N NAI. ti a ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide terhporarryy leathing and bottom chord *hall hav a progeny ting installed pgr BC`I sections $3,7 or 610, an etads. un ess noted otherwise. Referto failure to build the n. Cor e .P.Sbility ALPINENE MMC 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522I Ply. 1 I SEAN- 1628 / T63 / HIP_ I Cust. R R8975 JRef. 1 W7R89750261 FLORIDA TEEN BUILDERS Qly. 1 FROM: RDG DrwNo. 019.18.1659.17307 Truss Label: HJ74 KM / WHK 01/19/2018 b Loading Criteria (psr) TCLL- 2000 TCDL 1700 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0 00 Soft 000 Load Duration, 1.25 Spacing: 24 0 " 5'37 + 9110,11 5'37 4'6"10 0 5'1"11 4'1"8 6"14 1'S" 5'111 9'3"3 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height. 15.00 R TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 it 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 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Hlpjack supports 6-11.8 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 (3) 0.131 "x3.0", min toe -nails at bottom chord Snow Criteria (P9,P1 in PSF) Pg: NA Ct NA CAT Ni PL 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, 18SS Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.038 G 999 360 VERT(R): 0.142 G 999 240 HORZ(LL)- 0 009 F - HORZ(rL)- 0 020 F Creep Factor: 2.0 Max TC CSP 0 786 Max BC CSI. 0.673 Max Web CSI: 0.579 1 1 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W H 415 /128 /- /- /• /10.6 E 427 /64 /- /0 /• /1.5 D 305 /151 /- /• /• /15 Wind reactions based on MWFRS, H Min Brg Width Req = 1.5 E Min Big Width Req = - D Min Big Width Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1115.21 1 Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. B - C 375 -1283 0,........ e N Y.•cE sF O'er •'`.......•.•'! ! CoA Q NAIa`'``' PIM 0)/22/20)8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - G 1237 -360 G - F 1225 -367 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 382 -1275 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling shippin Installing,and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling safety racllces pnor to performing these functions. Installers shall provide tempora bracin Der BCSI. Unless noted oyherwise,top chord shall have prouerN attached structural sheathing and bottom chOrd ghall hav a pro?eattachan9IcedmaLocationsshownforermanentlateralrestraintbfwebsshallhavbracingnsiplledperBCSIs8cttonsB3.7 or 01 , as app Icattte. Apply plates to each face ofptruss and position as shown above and on t ie Jolnf etaits, unless noted othervvise. Refer to drawings 160A•Z Ir standard plate positions Alpine, a division Of "F B itdd'n ompon nt Gr u InC. shell not be responsible for any ddeviation from this drawing anY failure to build the truss In conformance with I fJStl 11, or oriandllr q shlppina, Installatl pn and bracing gf,trussesA eal on this drawirlq or cover page, listingg this drawing indicattes acceptance @f roOessionaO en an Bring responsrbllrt solei or the desi n shown. The suitabilityandOseofthis0rawtng (or any structure rs pe responsibilit othe Building Desiglier perYANSUfPI ALPINE w mvcor.Nv+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py: 1 I SEON 1629 / T51 / HIP_ I Cust: R R8975 JRel, 1 W7R89750261 FLORIDA TEEN BUILDERS Oty, 1 FROM. HMT DrwNo' 019 18 1659 16401 Truss Label. HJ7S KM / WHK 01/19/2018 Loading Criteria (psr) TCLL: 20.00 TCDL 1700 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing, 24 0" T eb 1 5'2"3 9'10"1 5'2"3 47"14 L Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height. 22 43 it TCDL 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a, 3.00 R 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 #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback )acks 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 (3) 0.131"x3.0", min toe -nails at bottom chord IMPORTANT" FURNISH THIS any 9'5"10 4"rp Snow Criteria (Pg,Pr in PSF) Pg: NA Cf. NA CAT* W Pf: NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code. FBC 61h ed 201 TPI Sid: 2014 Rep Factors Used, No FT/RT:20(0)/10(0) Plate Type(s) WAVE DefI/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.023 B 999 360 VERT(TL): 0.059 B 999 240 HORZ(LL): •0.010 D - HORZ(fL): 0 012 D Creep Factor: 2.0 Max TC CSI 0.803 Max BC CSI: 0.627 Max Web CSI: 0 397 VIEW Ver: 17.02.01A.1115.21 0)/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 382 /160 /• /- /• /4.9 D 443 /105 /• I- I- /15 C 311 /211 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 D Min Brg Width Req = - 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.Comp. A - B 449 -749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 696 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 -763 TO ALL CONTRACTORS INCLUDING THE INSTALLERS pinginsfalling and bracin Refer to and follow the latest edition of BCSI (Building ty practices prior to perfoioming these functions. Installers shall provide terhporary have property attache structural sheathingg and bott2m hord gnall haveBa pro %.( rat restraint f webs shall ham bracing insl lled pgr BCIs ctions 133, B7 or 510, tion as shown above and on I e oin Details, un ess note otherwise Refer to ALPINE shall not be respDonst le for any deviation from this dr8wino anY failure to build the mrrwca„w„ ppin , installation an bracing of trussesA seal on this dr3win , or cover pa 2400 Lake Orange Dr. oval en ineerinq responsibility solel r or tthe desi n shown. The suitability Suite 150onsibflitoftheBuildingDesignerpeANSIlfPI1Sc.2. es ALPINE www alpineitw corn, TPI www tont org, SBCA www sbdMustry com; ICC www iccsale oro Orlando FL, 32837 bNumber. N333522 Ply. I SEQN: 1630 FILTrussO IAbTEE H BUILDERS — I Qty' 2 IFROK RDG / 742 /HIP_ I Dr No/ RWHK 8.16 01/6 n09850261 J2 KM T 12 C4.24 T T 4X4(61) 2'7"1 1'S" mi 217'1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT. NA PP Deflection in loc Udell U# TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) NA BCDL' 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.000 D Des Ld 47.00 EXP C HORZ(TL): 0.001 D Code I Misc CriteriaNCBCLL: 0.00 Mean Height: 20.90 fl TCDL: 4.2 list CreepFactor 2 0 Soffit, 0.00 TCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 136 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI. 0.031 Spacing, 24 0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT•20(0)/10(0) GCpi: 0.18 Plate Types), VIEW Ver: 17.02.01A 1115.21WindDuration. 1 60 WAVE Lumber Value Set: 138 (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 Loading Hipjack supports 1-10-0 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.NturrtnrruprAp Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. i ; 0.708 1 S T O 1 COAiF,/ONA te 01/22/2018 cfl 00 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /4.9 D 4 /- l7 I- l- /1.5 C 18 /12 /- /- /- /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 quire extreme care in fabncatin99 h ndlm9 shiupm installmg,and braGn Refer to nd follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI and S CA) ibr safety racttces prior to perfo7gming these atunctions. Installers shall provide temporary r SCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathingg and bottom ghord Shall hav a properly 9rd cedma Locations shown for ermanent lateral restraint bf webs shall hav bracing nslelled p r BCSI getions $3, 7 or 610 fle. Ap Ty CClatees to each face o truss and position as shown above and on tfre Joinf etails, unless noted otherwise. Refer to 60A -Z fgr slantlard plate positions. a division of n NI 1, or for n acceptance any structure his (twin a failure to build the on thi; dr wrXg or cover pageLedesmonshoQn. The suiCability ALPINENE AHrrWC rar m 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FTI 8'1"8 811,18 f t'— 2,6" --}-- 2,6"12 2,6"12 --{ TYP) 4X6 1.5X3 =4X4 = W=3X4 A B C D E Ply: 1 I SEON• 1631 / T17 / SY42 I Cust. R R8975 JReI: 1 W7R89750261 Oty. 9 FROM' PFH DrwNo 01918 1659 16291 KM / WHK 01/19/2018 10'610 18'81,10 2,5,2 8'2" 2'6"12 --1 2,612 ES i 3X3 04 1114X6 F G HI JK 11\ /\ rn i Maximum Reactions (lbs) rn OwI PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf. NA Ce: NA VERT(LL): 0.233 R 939 360 1.5X3 x = W 4X6 1112X4 V U T S R QP O N M L 4X4 1111.5X3 1111.5X3 1111.5X3 1111.5X3 =04 =4X6 1111.5X3 W=3X6 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 Des Ld: 55.00 EXP: Mean Height. NA tt NCBCLL 10.00 TCDL: NA psi Soffit' 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing, 24.0 " C&C Dist a- NA It 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 32 4x2 SP #1: Bot chord 4x2 SP #1 B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 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"xY%min) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 18'8"10 Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf. NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013 /- / - / - / - 3.0 Snow Duration, NA HORZ(LL): 0.039 M - - X Min Big Width Req = 1.5 HORZ(fL): 0.062 B J Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X 8 J are a rigid surface. Bldg Code, FBC 6th ed 201 Max TC CSI. 0.874 Bearing X requires a seat plate. TPI Std 2014 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -723 F - G 0 - 2720 B -C 0-1916 G -H 0 -2037 C- D 0- 2669 H-1 0 -786 D- E 0- 2669 I- J 0 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp W- V 1435 0 R- O 2927 0 V- U 2398 0 O• P 2474 0 U- T 2398 0 P-0 2474 0 T• S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) n urorpt/r/r rr Webs Tens.Comp. Webs Tens. Comp TT:•.e•... ' 1-,O` i A - X -1008 F-0 A - W 71St1 0 O - G 11 564 447 0y j`NYe•;`GE Sc •/i•Gi Y ` •. :: W -B 0-1131 G -N B - V 763 0 N - H 0 675 694 0 4R • V -C 0 -744 H -M 0 -1190 0.708C T 471 0 M -J 1270 0 J`f•E 0 -618 A- COA ANAL 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses require extreme care In fabncaI n ,handling shi pin instal ling,and bracing. , Refer to and fallow the latest edition of SCSI (Building omponent Safety Information, by TPI . SBCA) fbi sayety ractices prior to peAorming these functions. Installers sh311 provide temporaryiracingggppperBCS/. Unless noted o ervvise,top chord shall have proP.e attached structural sheathing and bottom hord shall hav pro2er attached rapid calm Locations shown for permanent lateral restraint bf webs shall have bracin q nslalie d p BC I s c ions B3, 9 r B10y as app Ica e. Appy Dfat s to each face, of truss and position ass hown above and on the Din etalls, un ess note otherwise. Refer to irawmgs 160A -Z for sQandPard plate posdtons in0adivisionof ITW Btrildl1'ncct CComponeratss Grouo InC.,shall rapt be respponsiple for any deviation from this Brewing an (allure tobuild the sconformance withN51/TPI 1, or for handllri shiupm , mstB8llaUbn and braung 0f trussesA seat on this drBwiXg or overpage in thisdrawing indicattes acceptance of pro essionar en ineering respponsibilitty soler1 for the desi n shown. he suiTablli,use of this no or any structure is the responsibilit of the Bulldlflg DesigiSer pei'ANSI/TPI 1 5$c.2. ty or more mformabon see INS cob's general notes page and these web sites, ALPINE www.alpmenw.com: TPI: www.Ipmst.org: SBCA: www.sbr ndustry.com: ICC' www iccsaf ALPINENE I rrwry411M' 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N333522 Py: 1 SEON: 1632 / T9 / SY42 Cusl: RR8975 JRel: 1W7R89750261 FLORIDA TEEN BUILDERS Oly 1 FROM HMT DnvNo' 019.18.1659.16041 Truss Label: FT1A I KM / WHK 01/19/2018 8'1"8 9'8"8 18'5"9 f" -- 2'6" --}-- 2.6..12 —, 1 2'6"12 --{ TYP) 4X6 1.5X3 =4X4 A B C D 1XW V U T S 01.5X3 —4X6 =04 1111.5X3 1111.5X3 Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed NA mph BCLL 0.00 Enclosure: NA BCDL. 5.00 Category. NA Des Ld' 5500 EXP: NA Mean Height: NA fl NCBCLL: 10.00 TCDL: NA psf Soffit: 200 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it 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 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =0.90 / Plate Dur Fac.=0.90) TC From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC 1550 Ib Conc. Load at 16.15 TC: 328 Ib Conc. Load at 17.03 TC: 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od 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. 1'4"8 — 26"12 --}-- 2'6"12 --{- 1— 1111.5X3 =3X6 -5X8 1112X4 E F G H I J 17'7'15 R Itl10PO 3 W=3X6 N MLrj K 4X6 1114X6 1111.5X3 1L2 j! 18'5"9 i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) O- P Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W Pt: NA Ce NA VERT(LL): 0.147 S 999 360 X 976 / - / - / • / • 7.3 Lu: NA Cs NA VERT(TL): 0.382 D 877 240 L 3174 / - /_ / - / • 5.7 Snow Duration NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1 5 2633 0 HORZ(TL): 0.045 L L Min Brg Width Req = 1 5 0 Code / Misc Criteria Creep Factor. 2.0 Bearings X 8 L are a ngid surface M- L Bldg Code: FBC 6th ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. 2502 TPI Std 2014 Max BC CSI: 0.963 0 781 Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than 375# 396 0 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 02.01A 1115 21 A- B 0-679 E - F 0 -2628 B -C 0-1787 F -G 0 -2199 C- D 0- 2444 G- H 0 -1359 D - E 0 -2633 0.708 1 ' i • SAT O • COQ,#, o ar NAAL." 01/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 P-0 2502 0 U- T 2225 0 O- N 1894 0 T -S 2633 0 N -M 751 0 S - Ft 2633 0 M- L 751 0 R - O 2502 0 L -I 0 781 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. A- X 0- 955 F-0 0 477 A- W 10820 O- G 494 0 W -B 0-1061 G -N 0 857 B- V 697 0 N- H 946 0 V• C 0- 676 H- L 0 2428 C - T 398 0 L -I 0 781 T- D 54 -486 I- K 396 0 R - F 539 -156 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating h ndling shiupin installing,and bracin Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and'S CA) f8) safety racticuesrlvprior to performing these functions. Installers shall provide temporary r id ceilin nleLsoscaoons soewni fo)toprmanent ateral restrr int bfwebs shallrhavuerstructural nslalled ptr eC losections $3, B7 oroB1, idcalfle. A 7 tatea to ach face, oftrruss and osition as shown above and on the JoincDetails, unless noted otherwise Defer to s 160A-ZPorYsQa i and plate positions. p a division of ITW B1 itddl1ncct CComponsnts Grpup In , shall not be response le for any deviation from this dr win%an failure to build the coni rmance with ANSI/TP1 1, or for hanGuriSL sfiippinq, installatidn and bracing of trussesA seal on th 5 dr3wiXg or cover page this $yawing, indicates acceptance_ of pro essiona gngmegnng responsibility soley for the des„gn sho n. The suitability see this job's general naves page and these web ALPINENE mrrwcaoar 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT1G 8'1"8 8'1"8 t f — 2,6" --}-- 2,6"12 2,6"12 --{ TYP) 6X6 1.5 A = 5X85 = 5C5 1113XD8 1. 5IZ X3=6X6 =5X5 W v 1114X6 W=3X4 Ply. I SEQN: 1633 0 y: 1 I FROM. RDG / T71 / SY42 I Dr No/ R8975 19. 8.16 9.1 5209850261 107"8 + 14'9" i 18'81,10 J 2'6" 4'1"8 8'11"10 2'6"12 --f -- 3 1 1 ,2l F I 1113X4 =_W=3X4-4=W=3X4 =6X6 1116X8 E F G H I J KL 3 m T Mo S R0 P 0 N M 1 W=3X6 =_6X8 =8X8 1113X4 18'8"14 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 Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed NA mph Pf: NA Ce NA VERT(LL) 0 267 E 818 360 Z 1176 / - / - / - / - /7.3 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0 512 E 578 240 K 1563 / - / - / - / - /3.0 BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL). 0.028 N Z Min Brg Width Req = 1.5 EXP: NA HORZ L . 0.039 N K Min Bi Width Re 1.5Des C 55.00 Mean Height: NA It Code / Misc Criteria Creepactor: 2.0 Bearings Z 6 K are a rigid surface. N Soffit: 2 00 TCDL: NA psi Bearing Z requires a seat plate. Soffit: 2 00 BCDL. NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.885 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI. 0973 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: NA R Rep Factors Used: Yes Max Web CSI: 0.687 Maximum Top Chord Forces Per Py (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 02.01A.1115.21 A - B 0 •915 F • G 0 -4138 Lumber B- C 0- 2464 G- H 0- 3575 C- D 0 •3571 H-1 0- 3575 Value Set 13B (Effective 6/1/2013) D - E 0 -4107 I • J 0 -3575 Top chord 02 SP #1 E - F 0 -4138 J - K 0 -1482 Bot chord 4x2 SP #2 N 82, B3 4x2 SP #1 Webs 4x2 SP #3:W21 4x2 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set " 13B" uses design values Chords Tens.Comp. Chords Tens. Comp approved 1/30/2013 by ALSC Y -X 1816 0 S -R 4115 0 Special Loads X- W 3116 0 R• 0 4115 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) W - V 3116 0 O - P 4022 0 TC' From 100 pif at 0.0010 100 plf at 18.61 V • U 3116 0 P-0 4022 0 BC: From 10 pit at 0 00 to 10 plf at 18.30 U - T 4097 0 O - N 2849 0 TC 695 lb Conc. Load at 14.63 T - S 4107 0 Plating Notes Mlnuttnuy/rr„ rr Maximum Web Forces Per Ply (Ibs) All plates are 3X6 except as noted. w H. / r, ovoeO Webs Tens Comp. Webs Tens. Comp rAdditionalNotes ••••••"'••.• /1 4 A - Z 0-1132 E-0 387 -486 2x6 #3 HEM -FIR or better continuous strongback. 0.` ••e GE S`C` •. . ; A • Y 1352 0 O - G 413 38 Attach to each truss where shown with 3-10d Box or ,• : Y • B 0 -1361 G-0 0 -628 Gun nails (0.128"x3",min.). Strongback material to I: B • X 980 0 1 - O 26 -527 be supplied by erection contractor. X - C 0 -959 O - J 1217 0 Truss must be installed as shown with top chord up. — ; C - U 728 0 J • N 0 -2066 U•D 0-1015 N•K 2163 0 D - T 403 -107 4t S T O COA #0'1l O NA w 01/22/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin shiapin in talling and bracin Refer to and follow the latest edition of BCSI Building Component Safey Information, by TPI an SCA) f) safey ractices pnor to performing these functions Installers shall provide to porarrYy bracinggg ppper BCSl., Unless noted o7henvise,top chord shall have properly attached structural shgathinq and bottom hord;hall have a pro2erly attach9u nqid ceilin Locations shown for ermanent latgral restraint bf webs shall have braunc installed pgr BCI s clions ¢3, B7 or 810, as app lca e. Ap ly Gtates to each face o truss and position as shown above and on the Join Details, un ess note otherwise. Reter to A LPI N Edrawings160A -Z I r standard plate positions. Alpine, a division of ITW B01 1n Compon nts Grpy Ink shall not be respons le for any deviation from this drawin ag failure to build thetrussinconformancewithASIP11, or or hanali s 5 I pins, in an bracing of tru55e5A seat on this dr wi or cover page 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofDr0Tessionarenmeerin9responsibilitysolelyforthedesignshovJn. The suitability Suite 150and ise of this gnawing for any structure is K. responsibilitf of the building Desigrier perANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE www at medw com, TPI www t 'nst org. SOCA www.sbondust corn. ICC: www.iccsafe.org Orlando FL, 32837 Job Number. N333522 Py. 1 SEON 1634 / T8 / SY42 Cusl RR8975 JRef' 1W7R89750261 FLORIDA TEEN BUILDERS Oly: 1 FROKPFH DrwNo: 019 18.1659.16119 Truss Label: FT1GE KM / WHK 01/19/2018 2 119* iW2 18;8-10 i•9- 2'6' --}-- 26.12 —{-- 27-4 -- i-- 2.5-8 --} 5 TYP) TYP) eW 3X4 e 3X4 =3X4 e4X6 03X6 04X6 06X6 A B C D E G H 1 J K LM T : 5 R O P O N Z Y X W v T 04X6 006 03X4 =6X6 012X4 03X4 9' 9'1'6 10.0.10 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,P1 to PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL 4000 Wind Std. NA Pg: NA Ct: NA CAT' NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W Z 62 / - / - / - / - /7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce NA VERT(LL): 0.048 P 999 360 BCLL: 0.00 Enclosure NA Lu: NA Cs. NA VERT(TL)- 0.191 P 920 240 Z- 510 / - / - / - / - 1108 BCDL: 5.00 Category NA Snow Duration: NA HORZ(LL). 0.007 O - L 1335 / - / - / - / - /3.0 Des Ld: 55.00 EXP: NA HORZ L : 0.017 O Z Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height. NA ttg Creep Factor 2 0P Z Min Brg Width Req Soffit: 2.00 TCDL: NA psi BCDL' NA sfP Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 836 L Min Big Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI. 0.724 Bearings Z, Z, 8 L are a rigid surface Bearing Z requires a seat plate Spacing: 24 0 " C&C Dist a: NA It Rep Factors Used: No Max Web CSI: 0.779 Loc. from endwall: NA FT/RT.20(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115 21 Chords Tens Comp. Chords Tens. Comp. Lumber G- H 745 0 J- K 0 -1997 Value Set: 13B (Effective 6/1/2013) H-1 745 0 K - L 0 -1097 Top chord 4x2 SP 2400f-2.0E T1 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "i 3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S-Ft 570 0 O- P 1937 0 Special Loads R- O 1937 0 P-0 2034 0 Lumber Dur.Fac =1 00 / Plate Dur Fac.=1 00) TC: From 300 pit at 0.00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 pit at 16 15 to 100 pit at 1859 Webs Tens.Comp. Webs Tens. Comp. BC From 10 pit at 0.00 to 10 pit at 18.30 TC: 125 Ib Conc. Load at 0 04 A - Y 0 -412 1 - R 1064 0 TC: 574 Ib Conc. Load at 16.15M11umnWrrrMr/ Y - B 0 -434 R - J 0 -1074 al H G - S 0 -763 K-0 0 -1521 y, Plating Notes w S-1 0 -2089 O - L 1636 0 All plates are 1 5X3 except as noted , •• Y,•....•: 1 ter; e AGE S •./ Additional Notes F Maximum Gable Forces Per Ply (lbs) See ANSIfrPI 1 Sect 7 for additional bracing ` Gables Tens.Comp. Gables Tens. Comp. requirements. Bracing material to be supplied by O708 _ C • X 0 -409 E - V 0 428. erection contractor W 0 -390 Truss must be installed as shown with top chord up. i 4 t. SAT O ; Q 1 S!p AL COA ay08gyp N 1yNi111i` a 01/22/20)8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reqquire extreme care in fabricating, handling shipping, installing and bracin . , Refer to and follow the latest edition Safety Information, by TPI SBCA) handling, to these functions. Installers of BCSI (Building temporaryomponentansafetypracticespriorperformingshallprovide bracin per BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom Shall hav a properryicord attach d rgid ceilln Locations shown forpermanent lateral restrInt bf webs shall have bragnp n$-Iled pfr SCSI 56ctlons $3, 7 or B10yasappIrae. App jr plates to each face_ o truss and position as shown above and on the Join a lis, un ess no otherwise Refer to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Bt IId1'nqC omponpntSS Grppupp InC. shall not be rernslple for any deviation from this dr win an failure to build the ,,,,, oo truss In cpnf rmance with AV 101 1, or for handlirSj shipping, inst Ilatlon and bracing gf•trussesA on th s druwing or cover page 2400 Lake Orange Dr. peal Iistin this rawinq indicates acceptance of pproTessionaf en meeringg egg onslbilitv soleN or the lest n shoMTn. use this thawing for is the Desiglfer Man ryThesuitebili Suite 150andoanystructureIIieresponsibilitofBuldingpeIANSIIfPI For more information see this bb's general notes page and these web sites: ALPINE: www.al inenw.com: TPI, www.tpenst org: SBCA• www sbtindtnt com: ICC wwweccsafe.org Orlando FL, 32837 Job Number: N333522 Py1 SEON. 1635 / T6 / SY42 Cust: R R8975 JRef. 1 W7R89750261 FLORIDA TEEN BUILDERS Oty. 5 FROKRDG DrwNo. 019.18.1659.16120 Truss Label: FT2 KM / WHK 01/19/2018 6'10"8 1 8'8" 1 15'6"8 6'110"8 11'9"8 1 6'10"8 4" F 2-6" 2'612 —+ 1'4„8 -I I-1,4„8 -} — 2.6„12 --{ NP) 4X6 1.5X3 1111 5X3 1111.5X3 A B C D E F G 4X6 1.5X3 H 1.5X3 =qA4 1112X4 nr 1.0A-3 nr r.aAa A” =1.5X3 1112X4 15'6"8 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 40.00 Wind Sid: NA Pg: NA Ct NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W S 841 / - / - /_ /_ /7.3TCDL: 10.00 Speed: NA mph PI: NA Ce: NA VERT(LL): 0 117 D 999 360 BCLL: 0.00 Enclosure NA Lu: NA Cs: NA VERT(TL): 0 240 D 999 240 J 841 / - / - / - I - /73 BCDL' 5.00 Category: NA Snow Duration- NA HORZ(LL): 0 024 K - S Min Brg Width Req = 1.5 Des Ld. 55.00 EXP. NA HORZ(fL)- 0 036 B J Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL- 10.00 Mean Height NA ft Creep Factor: 2 0 Bearings S & J are a rigid surface. Soffit: 2.00 TCDL NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0.587 Bearings S & J require a seat plate. BCDL. NA psi approved 1/30/2013 by ALSC Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std' 2014 Max BC CSI: 0.812 Members not listed have forces less than 375# Spacing- 24 0 " C&C Dist a- NA R Rep Factors Used: Yes Max Web CSI: 0.434 Maximum Top Chord Forces Per Ply (lbs) M- L Loc. from endwall: NA FT/RT.12(0)/10(0) Plating Notes Chords Tens.Comp. Chords Tens Comp. P-0 I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.01A.1115.21 A - B 0 -572 E - F 0 -1920 All plates are 3X4 except as noted. Wind Duration NA WAVE 0.708 1 a't• S T O •: Q COA,ao'111ar NA 01/22/2018 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin ,handling shinprn installrng.and brawn Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI an8 SBCA) rbi safety ractices prior to performing these functions Installers shall provide te9porary _ r SCSI. Unless noted olherwise,to chord shall have roperN attached structural sheathm9 and bottom hord hall have a roperlr i Id cerlrn ovations shown for ermanent lateral restraint Of webs shall hav br cin installed p r Bc l s ct ons B3, B7 or 810, e Ap pgy Ptat s to ach face offluss and positron as shown above and on I e oin>9Details, ungess notedPotherwise Refer to ALPINE60A -Z fbr stan ard pate positions. vision of ITW B1rildl1'ng CCom on nis Group InC. shall not be respponsiple for an deviation from this drawin anY failure to build thelformancewithAN51lfPl1or or handtinp shinpino, ins IlatrlSn and braang of trussesA eat on this dr wirtg or cover page 2400 Lake Orange Dr r yawing indicates acceptance of proTessionaf en ineenng re ponsrbllity solely or the deet n shown. The suitability Suite 750ithisdrawingforanystructureis [he responsibilit of the Buildng DesrgrSer perANSIfTPI 1 S c.2. maeon see rhrs 's neral notes a and these web awes: ALPINE www at menw can. TPI www 'net or . SBCA www.sbondus .win; ICC' www.iccsafeorg Orlando FL, 32837 B- C 0 -1455 F- G 0 -1455 Lumber C -D 0.1920 G -H 0 572 Value Set: 13B (Effective 6/1/2013) D - E 0 -1926 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (lbs) Webs 02 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "'13B” uses design values approved 1/30/2013 by ALSC R - O 1132 0 N - M 1772 0 O- P 1772 0 M- L 1772 0 Plating Notes P-0 1772 0 L- K 1132 0 All plates are 3X4 except as noted. O - N 1926 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 Gun nails (0.128"xT%min.). Strongback material to M1sUsrrltuyrrrnqrr/tie A - S 0 -822 N - F 453 49 be supplied by erection contractord6 H. '> i A - R 912 0 F - L 0 489 Truss must be installed as shown with top chord up yjl + - / E "••.. 'Qj R-13 B-0 0 -890 s12 o L - G G - K 512 o 0 890 3 . e Cj S . f . O - C 0 -489 K - H 912 0 S •• : C-0 453 -49 H - J 0 822 0.708 1 a't• S T O •: Q COA,ao'111ar NA 01/22/2018 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin ,handling shinprn installrng.and brawn Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI an8 SBCA) rbi safety ractices prior to performing these functions Installers shall provide te9porary _ r SCSI. Unless noted olherwise,to chord shall have roperN attached structural sheathm9 and bottom hord hall have a roperlr i Id cerlrn ovations shown for ermanent lateral restraint Of webs shall hav br cin installed p r Bc l s ct ons B3, B7 or 810, e Ap pgy Ptat s to ach face offluss and positron as shown above and on I e oin>9Details, ungess notedPotherwise Refer to ALPINE60A -Z fbr stan ard pate positions. vision of ITW B1rildl1'ng CCom on nis Group InC. shall not be respponsiple for an deviation from this drawin anY failure to build thelformancewithAN51lfPl1or or handtinp shinpino, ins IlatrlSn and braang of trussesA eat on this dr wirtg or cover page 2400 Lake Orange Dr r yawing indicates acceptance of proTessionaf en ineenng re ponsrbllity solely or the deet n shown. The suitability Suite 750ithisdrawingforanystructureis [he responsibilit of the Buildng DesrgrSer perANSIfTPI 1 S c.2. maeon see rhrs 's neral notes a and these web awes: ALPINE www at menw can. TPI www 'net or . SBCA www.sbondus .win; ICC' www.iccsafeorg Orlando FL, 32837 Job Number: N333522 I Ply: 1 FROM SEON 1636 / T4 / SY42 Cust. R R8975 JRef. 1W7R89750261 FLORIDA TEEN BUILDERS Oly. 1 RDG DrwNo. 019.18.1659.18120 Truss Label: FT2GE KM / WHK 01/19/2018 T Ir e 2.11 1 re 1•Y1 1sx ,ts)s e 12.2-4 1F---'x-I x•11• --}--1••• -.{ rryp) 3A B C D E F G H 1 J K L+ M 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 Des Ld: 55.00 EXP. C Mean Height: 15.00 ft NCBCLL: 10.00 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: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13131" 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) TC: From 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5 88 to 387 plf at 9.42 TC: From 350 pif at 9 42 to 291 plf at 15.29 BC From 10 pit at 0.00 to 10 plf at 1529 TC: 324 Ib Conc. Load at 0.04,15 29 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANS1rrPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. IMPORTANT" FURNISH THIS Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL IW Pf: NA Ce, NA VERT(LL)- 0.002 B 999 360 O' 382 /31 /31 /. / - /186 Lu NA Cs NA VERT(TL): 0.008 B 999 240 Wind reactions based on MWFRS Snow Duration. NA HORZ(LL)- 0 001 AA - O Min Erg Width Req = - HORZ(TL)* 0 002 AA Bearing AA is a rigid surface. Code I Misc Criteria Creep Factor: 2.0 Bearing AA requires a seat plate. Bldg Code: FBC 6lh.ed 201 Max TC CSI 0 424 TPI Std: 2014 Max BC CSI: 0.030 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp FT/RT•20(0)I10(0) Plate Type(s): A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver 17 02.01A.1115.21 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - Y 72 -431 H - T 67 -482 D - X 67 -440 I - S 67 -445 E - W 67 -477 J - R 69 -424 F -V 67 -518 K -O 81 -434 G - U 67 -519 L - P 58 -386 GE Sic 1 o. T,08 1 COAA## 0'f a,,, 01/22/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS Alpine, a division of ITW B itdln omponents Gr u In shall not be re Gonsible for an deviation from this dr wing an failure to buildgtthettrssmnformanqwithi51sTItporforhQnplrqshipptnq, mstallat%nQ nd brpaclng of ssesA seal on thdrawil q or f he re. u [abilityAlthisdrawingindicaesatterlancefroessonaenneerinresonsbilisoleforthedesnshown. and ise o this awing or any s ructure s e responsibility of the wilding Deslg er pe ANSI/TPl 1 c.2. For more information see this job's oeneral notes Dabe and these web soles, ALPINE www.alDineitw.com: TPI: www.tpjnst.oro: SBCA: www.sbandusW.com: ICC' www jccsaf ALPINE nmvcoww+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py, 1 FROKRDG SEON. 1637 / T10 / SY42 Cust. R R8975 JRef: 1W7R89750261 FLORIDA TEEN BUILDERS Oty 4 Drwl 019.18.1659.17276 Truss Label: FT3 KM / WHK 01/19/2018 Loading Criteria Ill TCLL' 4000 TCDL. 1000 BCLL 0.00 BCDL. 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24 0 " 6'10" 88'5"12 15'2"12 16'Ill 1 17„4 + 6'9" 2'6" --I-- 2'612 --1-.1'4"8 -I I-1,4„8 +— 2,6.,12 NP) 4X6 1.5X3 1111 5X3 1111.5X3 =4X6 A B C D E F G H S Ilrl I Jill• 0 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 it Loc. from endwall: NA I: NA GCpt: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 02 N Bot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set "1313” uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 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"xT,min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria Ill in PSF) Pg: NA Cl: NA CAT: N/ Pf: NA Ce: NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code* FBC Bill 201 TPI Std: 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s): WAVE M L K 1111.5X3 15'2"12 Defl/CSl Criteria PP Deflection in loc Udell U# VERT(Lll 0.115 E 999 360 VERT(Tll 0.221 E 999 240 HORZ(LL): 0.023 J - HORZ(TL): 0.033 B Creep Factor, 2 0 Max TC CSI: 0.512 Max BC CSI. 0.769 Max Web CSI: 0.428 VIEW Ver: 17.02.01A.1115.21 01/22/2018 Jim 4X4 1112X4 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W R 831 /- /- /• I• /7.2 1 831 /- /- /• /• /3.5 R Min Brg Width Req = 1.5 1 Min Big Width Req = 1 5 Bearings R & I are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens. Comp A- B 0- 564 E- F 0 -1875 B -C 0-1430 F -G 0 -1430 C -D 0-1875 G -H 0 -562 D -E 0-1880 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp O -P 1116 0 M -L 1738 0 P-0 1738 0 L- K 1738 0 O- N 1738 0 1 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A -IR 0 -812 M -F 425 59 A-0 899 0 F- K 0 475 O- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0 -476 J- H 896 0 C-14 425 -59 H-1 0 807 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippi g, installing and bracing. , Refer to and follow the latest e ition of BCSI (BuildingSafetyInformation, b Pl an SBCA)9 safe Practices prior to performing these functions. Installers s all provide temporary r BCSI., Unless noted o erwise,top chord shall have properly attached structural sheathing and bo tQm hord shall hav a proper qtd ceil Locations shown for permanent lateral restraint bf webs shall have bracin n and pgr BC I sections B3, 7 or B10y e. Ap T uDtat8s to each face of truss and position as shown above and on the Joint9 etads, un ess noted otherwise Refer to 60A -Z I standard plate positions a division of ITW Btrild1 n ompon nts GropNen shall not be respponsible for any deviation from this drpwtn an failure to build the conformance with AN51 11, or (nor handbs iippmg, installation and bracing of irussesA seat on thr dr wiXq or cover pagqe , this drawing indicates acceptance qi PDssronaf en ineerinq responsibilittyv sole)vv for the des n shown. The suiCabrlrty to of this thawing for any structure Is thsPon,Llit of the Building DesrgrSer perANSIITPI 1 c.2. www arpinenw corn: TPI www Ill org, SBCA www.sbdMustry.com. ICC' www ALPINE MlAH 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT3G Ply: 1I SEON. 1638 / T5 / SY42 I Cust' R R8975 JRef. 1 W7R89750261 Oty 1 FROM. RDG DrwNo' 019.18 1659.16541 KM / WHK 01/19/2018 6'10"8 1 8'5"12+ 11'1"4 + 15'2"12 6'10"8 117"4 27'8 4'1"8 t t'— 2,6,. _'i'— 2,6„12 --+1,4„8 1i'—'i NP) 1.5X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I I T2 Wind Criteria Snow Criteria (Pg.Pr in PSF) SIO Maximum Reactions (Ibs) TCLL 4000 Wind Std: NA 1. 511_2 Loc R / U / Rw / Rh / RL /W R 1442 / - / • / - / - /7.2TCDL: 10.00 R 1.5X3 Pf: NA Ce: NA VERT(LL) 0 242 E 723 360 1112X4 Q = 4X4 111150X3=4X4 =3X4 =4X10 =5X8 1112X4 15712 Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W R 1442 / - / • / - / - /7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0 242 E 723 360 BCLL: 000 Enclosure NA Lu NA Cs: NA VERT( Q: 0.368 E 574 240 J 1670 / - / - / - / - /3.5 BCDL: 500 Category* NA Snow Duration: NA HORZ(LL) 0 030 B - - R Min Big Width Req = 1 5 Des Ld: 55.00 EXP. NA HORZ TL : 0 038 B J Min Br Width Re 1.59q = Code / Misc CriteriaNCBCLL: 10 00 Mean Height- NA It Creep Factor. 2.0 Bearings R & J are a rigid surface. Soffit 2.00 TCDL' NA psi BCDL: NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.897 Bearing R requires a seat plate. g Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.693 Members not listed have forces less than 375# Spacing: 24.0 ” CBC Dist a: NA It Rep Factors Used: Yes Max Web CSI 0 869 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall' NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. l: NA GCpi NA Plate Type(s). VIEW Ver: 17.02.01A.1115.21 A - B 0 -973 E - F 0 -3286WindDurationNAWAVE Lumber B -C 0-2484 F -G 0 -3123 C- D 0 -3272 G- H 0- 3123 Value Set: 13B (Effective 6/1/2013) D - E 0 -3287 H-1 0 -1146 Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens Comp Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC O - P 1942 0 N - M 3287 0 P-0 3027 0 M- L 3353 0 Special Loads O- N 3027 0 L- K 2302 0 Lumber Dur.Fac =1 00 / Plate Dur Fac.=1 00) TC: From 180 plf at 0.00 to 180 pif at 8.48 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 8.48 to 100 plf at 15.10 Webs Tens Comp. Webs Tens. Comp. BC: From 10 plf at 0.00 to 10 pif at 15.10 TC 465 Ib Conc. Load at 11.13 A - R 0 -1411 F - L 0 -478 A-0 1552 0 G- L 0 -578 Plating Notes Mmrrrrurp,rgO- B 0 -1538 L- H 1233 0 All plates are 6X6 except as noted. • P H ,, B - P 883 0 H - K 0 -1836 Additional Notes •• ••S.•' ' P C 0 -846 K -1 1826 0 g e •- / C -N 859 0 I -J 0 -1624 t 2x6 #3 HEM -FIR or better continuous strop back. • ; • • N - D 0 -427 Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"xW,min.). Strongback material to be supplied by erection contractor. ; O. 708 - Truss must be installed as shown with top chord up • _ s t SAT O COAIOC4F>ONAI-N 0122/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , hhand ling shi pin , Installing,and bracing. Refer to and follow the latest edition of BCS( (Building Component S fety Information, byY TPIan SBCA) rb) safety racllces poor to pertorming these functions. Installers shall provide terhporarY bracing per B SI . Unless ngted oUlerwise,top chord shall have proDerN attached struclural sheathing and bOtt hord shall have a properly attach 1Pd rigid ceillna. flotations shown for permanent Iatgral restraint bf wgbs shall hav braung Installed pgr BCI secoons $3. B7 or 610, as app Iw e. AP p aIes lo each face of truss and position as shown above and on tI a JoincDetalls, un ess notes otherwise Refer to drawings 160A -Z I r standard plate positions A LPI N E Alping, a division of ITW BUtrild11'n ompon ntS Group In shall not be responsiple for any deviation Irom this drawing any (allure to build the ,,,i,woo • µtrt)ss In nformante with AN51l 11, or or handlirf shiDpinq, installatldn and bracing of trussesA eat on this dr8wirlq or Cover pagqe , , 2400 Lake OrangeDrlistinthisdrawinggindica(tes acceptance of proessionaf en ineeringg res onsibilittyv solely for the design shown. The suifabilr Suite150anduseofthis9rawing (or any structure is the responsibility of the 9uflding DesigiSer pe7ANSIlfPI 1 58c. 2. Orlando FL. 32837 For more inlormalion see U1is ob's enerel notes a e and Mese web 511e5: ALPINE www el meitw tom, TPI: www t ' at Or .SBCA www sDdndusl tom, ICC' www Job Number. N333522I Ply. 1 I SEON* 1639 / T57 / SY42 I Cust. R R8975 JRel: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly 2 FROM• RDG DrwNo. 019 18 1659 17166 Truss Label: FT4 KM / WHK 01119/2018 14'10"12 Loading Criteria (psi) Wind Criteria 6'10"8 1 9712 141012 Maximum Reactions (Ibs) TCLL 4000 Wind Std. NA 610"8 12'5"4 57' Loc R / U / Rw / Rh / RL /W R 817 / - / • / - / • /7.3TCDL: 10.00 g f t'— 2'6" --i-- 2,612 _'+` 1,4„8 'i 8i VERT(LL): 0 159 D 999 360 BCLL: 000 Enclosure- NA NP) VERT(TL): 0 349 D 678 240 H 804 I - / - / • / • /3.5 BCDL: 5.00 Category: NA 4X6 HORZ(LL): 0 035 B - R Min Brg Width Req = 1 5 Des L67– CL 55.00 EXP- NA 1.5X3 = 3X4 1111.5X3 11106 Brg I Code / Misc CriteriaNCBCLL: 10.00 A B C D E FG HI Beariin s R 8 Hn acre a rigid Id surface. 9 9 T BCDL: NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.849 Bearing R requires a seat late. g q p Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI 0 828 T Spacing, 24 0 " 12 Rep Factors Used: Yes Max Web CSI 0 456 Maximum Top Chord Forces Per Pty (lbs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 50 1: NA GCpi: NA Plate Type(s)- VIEW Ver: 17 02.01A 1115 21 A - B 0 -552 E - F 0 -1482WindDuration: NA WAVE O COA'a i ' UAjAAL R0 P O N M L K J WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1.5X3 =4X4 1111.5X3 1111.5X3 4X4 1111.5X3 14'10"12 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std. NA Pg NA Ct, NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W R 817 / - / • / - / • /7.3TCDL: 10.00 Speed: NA mph Pf• NA Ce NA VERT(LL): 0 159 D 999 360 BCLL: 000 Enclosure- NA Lu: NA Cs: NA VERT(TL): 0 349 D 678 240 H 804 I - / - / • / • /3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0 035 B - R Min Brg Width Req = 1 5 Des L67– CL 55.00 EXP- NA O- N 1700 0 055 B Brg I Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA K TCDL: NA psi rCreepFactor: Creep Factor: 2.0 Beariin s R 8 Hn acre a rigidId surface. 9 9 Soffit: 2.00 BCDL: NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.849 Bearing R requires a seat late. g q p Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI 0 828 Members not listed have forces less than 375# Spacing, 24 0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI 0 456 Maximum Top Chord Forces Per Pty (lbs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. o.7,08 1 1: NA GCpi: NA Plate Type(s)- VIEW Ver: 17 02.01A 1115 21 A - B 0 -552 E - F 0 -1482WindDuration: NA WAVE Lumber B- C 0 -1396 F- G 0 _5% C -D 0-1783 G -H 0 -641 Value Set: 13B (Effective 6/1/2013) D - E 0 -1789 Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC O- P 1093 0 N• M 1789 0 P-0 1700 0 M - L 1785 0 Plating Notes O- N 1700 0 L- K 1198 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. Attach to each truss where shown with 3-10d Box or A - R 0 - 798 C - N 410 110 Gun nails (0128"x3",min.). Strongback material to A-0 881 0 E - L 0 -575 be supplied by erection contractor.Ntt11N111tIrggr,,, Truss must be Installed as shown with top chord up. ,H. i. O - B 0 -858 B - P 482 0 L - F 461 0 F - K 0 -884 Q/ i` Sic ' P• C 0 -468 K- H 958 0 ie•'GE • o.7,08 1 O COA'a i ' UAjAAL 01/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatln9g h ndlingg shi ping installing and bracing , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and S CA) rb) sa eey practices pnor to perioing these functions. Installers shall provide temporarybrach ,CSI. per Unless noted otherwlse,to chord shall have ropers attached structural sheathing and bottQrr hord shall hav a rope attach tl rigqid cellin Locations shown for ermanent lateral restr8lnt bf w bs shall hav braaGnsgl nslalled p r BGI sections Q3, 7 or B10Y as applicable Appy PPlatees to each face ofPtruss and as shown a ove and on tfle Joinf etails, unPfess noted otherwise. Refer toposition drawings 160A -Z for stanuard plate positions. ALPINEAlpine, a division of ITW Buildl'n omponegntSs Groupu InC.,shall not be re;pponslble for any ddeviation from this drawing any failure truss In of rmance with ANSI 1 1, or for handlirsp, shipping, Inst Ilabdn and bracing q(trussesA seat on this drawing or to build the cover pa a N,nwrrw listing this rawinq indicates acceptance of pro iessionar en fneeril responsibility solely for the desi n shovTn. ise yawing The suitability 2400 Lake Orange Suite 150andothisforanystructureistheresponsibiitoftheBuildingDesiglterpefANSI/TPI 1 S$c.2. For more information see this ob's lieneral notes page and these web sites' ALPINE: www.al meitw.com; TPI: www t Inst orit. SOCA: www sb6ndusiry com. ICC www icessfe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1640 / T7 / SY42 Cusl' R R8975 JRef 1 W7R89750261 FLORIDA TEEN BUILDERS Oly 5 FROM RDG DrwNo' 019.18 1659.17729 Truss Label: FTS KM / WHK 01/19/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 1000 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration' 1.00 Spacing: 24 0 " 5'6" 1 7'3"4 1 11'4"12 5'6" 1'9"4 4'1"8 2'6" --{ TYP) 1'3"12I 3X6 = 3X4 1 5X3 = 3X4 = 3X4 1111.5X3 = 3X4 =1.5X3 A B C D E F I co m2X4 11'4"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure NA Category. NA EXP: NA Mean Height: NA tt TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a: NA it Loc from endwall' NA 1: NA GCpr NA Wind Duration' NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sed 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT' NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W N 620 / - / - / - / - /7.3Pf: NA Ce, NA VERT(LL): 0.079 C 999 360 Lu: NA Cs' NA VERT( L)' 0.173 C 999 240 H 607 / - / - / - / - /3.5 Snow Duration: NA HORZ(LL)' 0 021 B - - N Min Brg Width Req = 1.5 HORZ(TL)' 0.033 B Creep Factor: 2.0 H Min Big Width Req = 1.5 Bearings N 8 H are a rigid surface. Code I Misc Criteria Bldg Code' FBC 6th.ed 201 Max TC CSI: 0 612 Bearing N requires a seat plate. TPI Std: 2014 Max BC CSI: 0.758 Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) FT/RT: 1 2(0)/l 0(0) Chords Tens.Comp. Chords Tens Comp Plate Type(s) VIEW Ver: 17.02.OtA.1115.21 A - B 0 -394 D - E 0 -994 B -C 0 -917 E - F 0 -381 WAVE C -D 0 -1001 0.708 SAT O COA RFs •...r.!••Nv 01/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp M -L 779 0 K -J 1001 0 L- K 1004 0 J-1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A -N 0 -602 E-1 0 -618 A- M 6290 I- F 606 0 M -B 0 -612 F - H 0 -557 J - E 445 0 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin gg, handling9 shi ping installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI ana SBCA) ro'r saety practices prior to performing these functions Installers shall eprovide temporary BCSI, Unless noted o erwise,top chord shall have proDerlYy attached structural shgathingg and bottom chord.11all have a prole y i Id ceilin Locations shown for ermanent lateral restraint Oi webs shall hay braacinssl1 installed p r BCSI sections 63, B7 or 810, e. ApG y lates to each face otPruss and position as shown above and on tI a JoinfDetails, unless not otherwise. Refer to 6011-Z for s and plate positions. a division of ri vi 1, or tor nanann) ; acceptance of rote: any structure is >Plie re: ral notes page and 111039 web shall not www aipmeaw.com. TPI. www his dr win arfri failure to build the on thr dr wiXg or cover page Le des n shown. The suitability A1411161111 - 1LNE mmoorwwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT6 T 51 12 Co 1 5'6" 5'6" 2'6" TYP) Py: 1 SEON• 1641 / T2 / SY42 Cust: R R8975 JRef- 1 W7R89750261 Oty 1 FROM• RDG DnvNo' 019 18 1659.17025 KM / WHK 01/19/2018 7-0-12 1 11'4"8 1'612 4'3"12 3X6 = 3X3 1.5X3 = 3X4 3X4 1111.5X3 = 3X3 A B C D EF P, Loading Criteria (psi) Wind Criteria TCLL. 40.00 Wind Std: NA TCDL 1000 Speed: NA mph BCLL: 000 Enclosure: NA BCDL: 500 Category NA Des Ld: 55.00 EXP, NA Pf: NA Ce: NA Mean Height. NA H 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 R O Min Big Width Req = 1.5 Loc from endwall: NA I. NA GCpr NA G Min Brg Width Req = 1.5 Wind Duration: NA Lumber Creep Factor 2.0 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bldg Code: FBC 6th ed 201 Bot chord 4x2 SP #2 N Bearing O requires a seat plate. Webs 4x2 SP #3 TPI Std: 2014 Lumber value set "ll 3B" uses design values approved 1/30/2013 by ALSC Additional Notes Max Web CSI. 0.319 See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Maximum Top Chord Forces Per Truss must be installed as shown with top chord up. 3X4 1111.5X3 J I 3X4 1111.5X3 01/22/20)8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin9 h ndlln9g shi pin installing_and bracing.. Refer to and follow the latest editi n of BCSI (Building Component Safey Information, byY TPIPlan S) fb sat°ety ractices prior to performing these functions Installers shaliprovide temporary bracin Der SCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bott2m hord shall have a pro[eny attachtl n qld celllna. Locations shown for ermanertt lateral restraint bf webs shall have bracing Inslelled pgr BCI sections Q3, B7 or 810, as app Ica a Apply ufates to each face o truss and position as shown above and on the gin Details, un ess noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. AI In a division of ITW B1ritddl1nttCom on nis Gr4u In .,shall not be re;ponsible for an deviation from this dr win an (allure to build thetrussinconformancewithAN51/TPI 1 or or handlir g s ilppinq, inslallatlon and bracing of trussesA Seal on th s dr wir g or cover page , , 2400 Lake Orange Dry listing this drawin indicattes acceptance of pro ess ona en sneering responsibrh sole)YY for the desi n shown. The sui brhtyand ise of this iawing (or any structure is the responsibilit of the Building Designer perANSIITPI 1 S c.2. Suite 150 For more mlormabon see dns'ob's enerel notes a e and IAese web sites ALPINE www.al menw wm; TPI: www mss Or , SBCA www sbundus wm, ICC www iccsafe.or Orlando FL, 32837 11'4"8 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0 077 L 999 360 O 625 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(R): 0.154 C 999 240 G 610 / - / - / - / - 33 Snow Duration- NA HORZ(LL): 0 018 B O Min Big Width Req = 1.5 HORZ(TL): 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings O & G are a rigid surface. Bldg Code: FBC 6th ed 201 Max TC CSI: 0.639 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI 0.698 Factors Used: Yes Max Web CSI. 0.319 Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) FT/ RRep Chords Tens.Comp. Chords Tens. Comp. Plate Type(s). Plate Type(s). WAVE VIEW Ver 17 02 01A 1115 21 A -B 0 -398 D -E 0 -1020 B- C 0- 929 E- F 0 -406 C -D 0-1026 F -G 0 -448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp N- M 785 0 L- K 1026 0 M -L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A-0 0- 607 K- E 377 0 A- N 6350 E- J 0 -640 N-130 -616 J -G 669 0 01/22/20)8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin9 h ndlln9g shi pin installing_and bracing.. Refer to and follow the latest editi n of BCSI (Building Component Safey Information, byY TPI Plan S) fb sat°ety ractices prior to performing these functions Installers shaliprovide temporary bracin Der SCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bott2m hord shall have a pro[eny attachtl n qld celllna. Locations shown for ermanertt lateral restraint bf webs shall have bracing Inslelled pgr BCI sections Q3, B7 or 810, as app Ica a Apply ufates to each face o truss and position as shown above and on the gin Details, un ess noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. AI In a division of ITW B1ritddl1nttCom on nis Gr4u In .,shall not be re;ponsible for an deviation from this dr win an (allure to build thetrussinconformancewithAN51/TPI 1 or or handlir g s ilppinq, inslallatlon and bracing of trussesA Seal on th s dr wir g or cover page , , 2400 Lake Orange Dry listing this drawin indicattes acceptance of pro ess ona en sneering responsibrh sole)YY for the desi n shown. The sui brhtyand ise of this iawing (or any structure is the responsibilit of the Building Designer perANSIITPI 1 S c.2. Suite 150 For more mlormabon see dns'ob's enerel notes a e and IAese web sites ALPINE www.al menw wm; TPI: www mss Or , SBCA www sbundus wm, ICC www iccsafe.or Orlando FL, 32837 Job Number: N333522 ply1 SEON 1642 / T1 / SY42 Cust: R R8975 JRef' 1 W7R89750261 FLORIDA TEEN BUILDERS Oty. 10 FROM: RDG DrwNo' 019 18 1659.17010 Truss Label: FT7 KM / WHK 01/19/2018 11'4"l 0 Loading Criteria (pst) Wind Criteria 5161, 1 7'1"2 11'410 1 TCLL. 40.00 Wind Std: NA 5'6" Pg. NA Ct. NA CAT: NA 1 117-2 4'3"8 Loc R /U / Rw / Rh / RL W TCDL: 10.00 Speed. NA mph g Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 0 626 /. / - /- /. 17.2 BCLL- 0.00 Enclosure: NA n'P) Lu NA Cs- NA VERT(TL): 0.157 C 999 240 G 609 / - / - / - / - 3.0 BCDL: 5.00 Category, NA 3X6 Snow Duration. NA 3X3 O Min Brg Width Req = 1.5 Des Ld 55 00 EXP: NA 15X3 =3X4 3X4 11115X3 =3X3 1113X6 NCBCLL- 1000 Mean Height: NA ft A B C D EF GH T TCDL: NA psi BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.643 Bearing 0 requires a seat plate. T S MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0705 Members not listed have forces less than 375# Spacing. 24.0 " 1 Rep Factors Used. Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) i Loc. from endwall: NA FT/RT-12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1. NA GCpi. NA O N M L K J I Wind Duration: NA 1.5X3 = 3X4 3X4 1111.5X3 3X4 =— 3X4 1111.5X3 1112X4 B- C 0- 933 E- F 0 -403 Lumber 11'4"l 0 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Std: NA Pg. NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W TCDL: 10.00 Speed. NA mph Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 0 626 /. / - /- /. 17.2 BCLL- 0.00 Enclosure: NA Lu NA Cs- NA VERT(TL): 0.157 C 999 240 G 609 / - / - / - / - 3.0 BCDL: 5.00 Category, NA Snow Duration. NA HORZ(LL): 0 018 B - - O Min Brg Width Req = 1.5 Des Ld 55 00 EXP: NA HORZ : 0 029 BTL) G Min Br Width Re 1.59q NCBCLL- 1000 Mean Height: NA ft Code I Misc Criteria Creep Factor. 2.0 Bearings 0 8 G are a rigid surface. Soffit 2 00 TCDL: NA psi BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.643 Bearing 0 requires a seat plate. Load Duration 1 00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0705 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: NA It Rep Factors Used. Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT-12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1. NA GCpi. NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115 21 A - B 0 -399 D - E 0 -1025 B- C 0- 933 E- F 0 -403 Lumber C -D 0 -1031 F -G 0 -449 Value Set: 138 (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 "1313" uses design values N - M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens Comp. requirements. Bracing material to be supplied by erection contractor. A-0 0- 609 K- E 381 0 Truss must be installed as shown with top chord up A - N 637 0 E - J 0 -642 N -B 0 -618 J - G 672 0 H. o. 708 1 O 9 ••• , . 6 - cocoONAL rrr+'n rr»wtw jl' 1/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping inptalling and bracing Refer to and follow the latest edition of BCSI (BuildignComponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary bra in er BCSI.• Unless noted o erwise,top chord shall have pro attached structural sheathing and boltQm hord shall hav a pro2ery attach n id ceilin Locations shown forpermanent latgral restraint 6f webs shall hav br Gn installed p r BC Isec tions $3, 87 or 810, _ as applicat3ie. Applgq plates to ach face, otruss and position as shown above and on tPfte oint9Detalls, unless noted otherwise. Refer to ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildl'n ompon ntS G tr 1 Inc..shall not be res[lonslble for any deviation from this drawinq,an failure to build the µ„ we,,, 1rUss in nformance with AN51 11, or or Ilan II fa sni pins, Inst IlatlGn and brawny of trussesA seal on this dr wi q or over pa 2400 Lake OrangeDr. listing this drawing indicates acceptance f proTessionar en n Bring responslbllitt solerI fo the desi n shown.he suitability Suite150andfiseofthisdrawingforanystructuregstheresponsibilitotheBuildingDesigSerpeYANS1ITPl15c. 2. For more mlormaeon see ibis' b's neral notes age an0 these weD sales: ALPINE www.elpineilw tom; TPI: www.tpinsl.org; SBCA: www.abdndustry.wm; ICC www iccsare _ Orlando L. Job Number: N333522 Py. 1 SEON. 1643 / T13 / SY42 Cusl' R R8975 JRef: 1 W7R89750261 FLORIDA TEEN BUILDERS Oly: 1 FROM. RDG DrwNo' 019 18 1659 16416 Truss Label: FT7GE KM / WHK 01/19/2018 1'9' 2'11"12 5'3"2 69"2 8'4"2 11'1"2 1'4"14 1'9' 1'2"12 2'3"6 1'6" 1'7" 2'9" 12 f -1.3.."i ' pg1"I1i' r2'i i' 1'2"8 'i i9 1-' i i" 17 'i i"— 17" ^i i' 172 'i i' 1'2"6 'i Loading Criteria (psq Wind Criteria TCLL. 40.00 Wind Std: ASCE 7-10 TCDL: 1000 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL 5.00 Risk Category: II EXP- C Des Ld 55.00DDes : 10.00 Mean Height: 15.00 it TCDL: 4.2 list Soffit: 2.00 BCDL 3 0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " CBC Dist a, 3.00 it Loc. from endwall• Any GCpi 0 18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 02 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 Special Loads Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1.00) TC: From 291 pit at 0.00 to 350 plf at 588 TC: From 387 pit at 5.88 to 387 pli at 11.28 BC: From 10 pit at 0.00 to 10 pll at 10.97 Plating Notes All plates are 1 5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 11'4"14 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. Ni PC 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL)- -0 011 J - HORZ(fL): 0.026 J Creep Factor: 2.0 Max TC CSI 0.881 Max BC CSI: 0.908 Max Web CSI: 0.760 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W T' 316 /29 /30 /- I- /607 P 1158 /99 /95 /- I- /64 J 1330 /112 /102 /- /- /32 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1 5 Bearings T, P, & J are a rigid surface Bearings T & P require a seat plate. Members not listed have forces less than 375# VIEW Ver 17 02 OtA 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. E - F 220 -1200 H-1 211 -1099 F - G 226 -1233 I - J 204 -1069 G - H 205 -1076 H- • r" k o. 708 1 S AW000- 9:o" I" S' 10 TONAL 0)/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. P-0 420 -86 N - M 1238 -227 O - N 1233 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. 3x3 A - T 119 -655 in 4X4 11104 1113X4 3X3 1113X6 im6X6 O - F 135 -824 S - B A B C D E F G H I J K 203 -1200 T = T T 1 1 P O N M L T S R 0 11104 6X6 1112X4 - 3X4 r 5714 6'1" Loading Criteria (psq Wind Criteria TCLL. 40.00 Wind Std: ASCE 7-10 TCDL: 1000 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL 5.00 Risk Category: II EXP- C Des Ld 55.00DDes : 10.00 Mean Height: 15.00 it TCDL: 4.2 list Soffit: 2.00 BCDL 3 0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " CBC Dist a, 3.00 it Loc. from endwall• Any GCpi 0 18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 02 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 Special Loads Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1.00) TC: From 291 pit at 0.00 to 350 plf at 588 TC: From 387 pit at 5.88 to 387 pli at 11.28 BC: From 10 pit at 0.00 to 10 pll at 10.97 Plating Notes All plates are 1 5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 11'4"14 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. Ni PC 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL)- -0 011 J - HORZ(fL): 0.026 J Creep Factor: 2.0 Max TC CSI 0.881 Max BC CSI: 0.908 Max Web CSI: 0.760 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W T' 316 /29 /30 /- I- /607 P 1158 /99 /95 /- I- /64 J 1330 /112 /102 /- /- /32 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1 5 Bearings T, P, & J are a rigid surface Bearings T & P require a seat plate. Members not listed have forces less than 375# VIEW Ver 17 02 OtA 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. E - F 220 -1200 H-1 211 -1099 F - G 226 -1233 I - J 204 -1069 G - H 205 -1076 H- • r" k o. 708 1 S AW000- 9:o" I" S' 10 TONAL 0)/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. P-0 420 -86 N - M 1238 -227 O - N 1233 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - T 119 -655 E-0 1239 -214 A - S 576 -117 O - F 135 -824 S - B 116 -453 M - J 1597 -305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens Comp C - R 94 -425 I - M 184 -913 D-0 80 -444 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, hhandlinqg shi ping, installing.and bracin .. Refer to and follow the latest edition of BCSI (IBuilding t S fety Information, by TPI anc7 SBCA) rriF sa%ry practices pnor to perfo ming these functions. Installers shall provide terhporary BSI. Unl ss noted o erwise,top chord shall have property attached structural sheathin and bott2m Nord ghall hav a prouerllyidcedingeLocabonsshownforermanentlateralrestraintbfwebsshallhavebracingmslledpfrBCIsectionsB3, 7 or 810, e. Apply plates to each face o truss and position as shown above and on the JoinrDetails, un ess note(J otherwise. Refer to 60A -Z for standard plate positions vision of ITW Builddl1'ng ompon ntS Grpup Inc. shall not be re3ponsible for any deviation from this drpwin anY failure to build the If, map with AN51/T 1 1, or (nor handlirfq, shipping, insipliat- n and bracing gf,trussesA eal on this tlr wirfI or cover page , prawinq indicates acceptance of proTessionar ri me nng regponsibrhN solely I the des n shown. The sui[bbihty 1 this drawing for any structure is the responsibilit of tPhe Building Designer pe ANSIlfPI 1 S c.2. ALPINENE m'rw' 4MMY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FTBG Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid, NA TCDL 1000 Speed. NA mph BCLL: 000 Enclosure: NA BCDL: Soo Category, NA VERT(fL): 0.028 B 999 240 EXP: 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 it Max TC CSI 0.275 Loc from endwall- NA TPI Sid: 2014 I- NA GCpi: NA Members not listed have forces less than 375# Wind Duration NA Lumber Maximum Top Chord Forces Per Py (lbs) Value Set 13B (Effective 6/1/2013) Top chord 02 SP #2 N Chords Tens.Comp. Chords Tens Comp Bot chord 02 SP #2 N Webs 02 SP #3 Plate Type(s): 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 100 plf at 0 00 to 100 pit at 343 BC: From 10 pIf at 0.00 to 10 pIf at 3.43 TC: 610 Ib Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up IMPORTANT" FURNISH THIS any 1 ni Ply: 1 I SEON. 1644 / T3 / SY42 I Cush RR8975 JRef: 1W7R89750261 Oly 1 FROM. RDG DrwNo' 019 18 1659 18090 KM / WHK 01/19/2018 17'8 1'9"11 3-5--3 17"S 17'8 1.3"12 --{ F3'i 17.12 --I 1111.5X3 4X4 1111.5X3 =3X6 A B C D T T H G F E 3X4 1112X4 1112X4 =3X4 i 3'5"3 Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W Pf. NA Ce: NA VERT(LL): 0.016 B 999 360 H 522 / - / - / - / - /4,0 Lu. NA Cs. NA VERT(fL): 0.028 B 999 240 E 465 /- Snow Duration. NA HORZ(LL): 0 002 B - H Min Brg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 Bearing H is a rigid surface. Bldg Code: FBC 6th ed 201 Max TC CSI 0.275 TPI Sid: 2014 Max BC CSI: 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0.259 Maximum Top Chord Forces Per Py (lbs) Chords Tens.Comp. Chords Tens Comp FT/RT.12(0)/10(0) Plate Type(s): B - C 0 -391 C - D 0 -376 WAVE VIEW Ver: 17.02.01A.1115.21 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp G - F 391 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp A- H 0- 494 F- D 545 0 A- G 533 0 D- E 0 -447 G -B 0 -471 N o''GE SF •. V o. 708 1 S G co %4SIONAI 01/22/2018 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS installing.and bracing. Refer to and follow the latest edition of BCSI (Buildingracticespriortoperfongthesefunctions. Installers shall provide temporary e properly attached structural sheathing and bottom Nord shall hav@ a properly restraint prior webs shall have braaGn .3 lied per BC I sections $3. 137 or 810; as shown above and on the JOint9 elail5, unless no Otherwise. Refer to JI not be re,ponsrple for any deviation from this dr8wing any failure to build the Ip installation and bracing gf,irussesA eat on thi; dr winq or over pagelrenyfneerin responsiblhty solelyorthe„des n shown. F1'he suitability ALPINENE mffwcoMnu r 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT10G Loading Criteria (psi) Wind Criteria TCLL: 4000 Wind Std NA TCDL, 10.00 Speed: NA mph BCLL 0.00 Enclosure NA BCDL. 5.00 Category: NA VERT(TL): 0 042 C 999 240 EXP NA Des LcF 55 00 Mean Height NA it NCBCLL. 10.00 TCDL' NA psf Soffit: 200 BCDL. NA psf Load Duration, 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a. NA ft Max TC CSI: 0.860 Loc. from endwall NA TPI Std 2014 I: NA GCpi: NA Members not listed have forces less than 375# Wind Duration. NA Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 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 4 pit at 0.00 to 4 pit at 4.00 BC' From 10 pit at 0.00 to 10 plf at 400 TC 804 Ib Conc Load at 0.15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up T 1 Ply 1 SEON: 1645 / T73 / SY42 I Cus1. R R8975 JRef: 1 W7R89750261 Qty: 1 FROM. HMT DrwNo' 019.18.1659.17603 KM / WHK 01/19/2018 17'8 2'4-7 3'11"15 17'8 8115 1'7'.8 1'3"12 --{ F31 1'3"12 -- 4X6 1112X4 1112X4 =3X6 A B C D r 311"15 E 1112X4 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg. NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce: NA VERT(LL): 0.023 C 999 360 H 2008 / - / - / - I - 140 Lu: NA Cs NA VERT(TL): 0 042 C 999 240 E 505 /- Snow Duration NA HORZ(LL)--0.009 D - H Min Brg Width Req = 1 5 HORZ(TL). 0.013 D E Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860 TPI Std 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s) A• B 0 -416 C• D 0 -415 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 0 -438 i .• e O. 7+08 1 01/22/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0- 2011 C- F 0 -475 A- G 692 0 F- D 597 0 G- S 0- 450 D- E 0 -468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatln9 h ndlin9 shinpin in.4talling and bracin. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI ang SCA) 9r safety ractices pnor to perfo ming these functions. Installers shall provide terhporary bracin per SCSI. Unless noted oy erwise,top chord shall have pro , j attached structural sheathing and bottom hord shall have a properlyattachTriceillnLocationsshownforermanentlateralrestrintbfwebsshallhaysbraacincinsialledperBCIuctlonsB3, 07 or 810 as appicaltte. Appy Dtates to each face of°truss and position as shown above and on the Jotnl"Details, unless noted otherwise Refer to A LPI N Edrawings160 -Z for standard plate positions Alpin a division of ITW Bt itdd1n Com on ntsS Grppupp Ig sh II not be reSuuonsible for an deviation from this dr8win a failure to build thetrUssenconformancewithAN51/TPI 1 or (nor handlirtcL shiDpinq, Instaallation and bracingg of trussesA seat on thi; dr wrX99 or cover paqa y40p Lake Orange Dr. rr listing this drawin indicattes acceptance of pro7essionaf en ineerin responsibility sole)Y for tthe desl n shorn. The suiCabflity Suite 150andQseofthis rawing for any structure is the responsibilit of the Building Designer perANSIIfPI 1 S$c.2. For more mlormabon see this'ob's neral notes and (hese web sues: ALPINE: www al ineitw com TPI: www 'nsl w . SBCA www.abdndus .wm, ICC www.iccsale.or Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Clr, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Cjrm t40 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 13rm 120 moh Vlnd Sceed. 15' Mean Heloht. Partlally Enclosed. Exoosure D. Kzt = 1..00 S AT O :-4k. iaeeeeaw,.. eaeee S ONAI Bracing Group Species and Grades, Group As re -Pole -Fir Hem -Fir NI / ac - 2 Stondnrd 1 02 1 Stud 03 1 Stud 1 1 03 11Standard Do las Fir -Lurch Southern Pine 03 N3 Stud Stud Stondord Standard Group BI Hen -Fir N1 Btr NI D los Fir -Larch Southern Plneww Nl Nl N2 N2 Ix4 Braces shop be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group 8 values may be used with these grades. Gable Truss Detall 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 10d (0.128'x3.0' min) notts. 31E For (t) 'L' brace- space nails at 2' oc. In 18' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space naps at 3' oc. In 18' and zones and 6' oc. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4. 0' 2x3 Greater than 4' 01, but 3x4 less than 11' 6' Greater than ll' 6' 1 04 Refer to common truss design for peak, splice, and heel plates. Refer to the Bultding Designer for conditions not addressed by this detaN. TOT. LD. 60 PSF X. SPACING 24.0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENC101014 46 2x4 Brace Gable Vertical Spacing Species Grade No Braces t) 1x4 'L' Brace Group A Group B t) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 •L' Brace ON Group A Group B Group A Group B 0) J dDPL U o r rSPF HF RI / N2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' R3 3' 8' S' 9' 6' 2' 7' 8' 7' tt' 9' t' 9' 6' 12' 0' 12' 6' 14' 0' l4' 0' Stud 3' 8' 5' 9' 6' V 7' 8• 7' ll' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' t' 8' 11' 9' 6' 10' 4' it, 1' 14' 0' 14' 0' SP MI 4 01 6' 8' 6' ll' 7' 10' 8'V 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' A2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' N3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' l0' 11' it, 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' l0' 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ll' 9' 8' 10' 4' 13' V 14' 0' 1..1 QJ U o S P r 1 1 PIl til / 02 4' 5' 7' 6' 7' 9' 8' 10• 9' 3' 10' 7' It, 0' 13' 11' 14' 0' 14' 0' la' 0' 3 4' 2' 7' V 7' 9' 8' 9' 9' l' to, 5' lo' 10' 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' l' l0' 5' l0' 10' 13' 9' 14' 0' 14' 0' 14' 0' Standard a' 2' 6' l' 6' 5' 8' l' 8' 8' to, 5' to, l0' 12' 8' 13' 7' 14' 0' 14' 0' S P CDFLL p1 4 7' 7' 7' 7' 11' 9' 0' 9' 4' to, 8• it, 1' 14' 0' 14' 0' 14' 0' 14' 0' Ill 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' 11' 0' l3' Il' la' 0' 14' 0' 14' 0' k3 4' 4' 6' 5' 6' t0' 8' 6' 9' 1' 10' 6' t0' 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' S' 6' l0' 8' 6' 9' 1' 10' 6' t0' ll' 13' 4' la' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' t0' 2' to, 10' it, 10' 12' 7• 14' 0' 14' 0' d X d U 0 r—i S P F LJ Ffl R1 / R2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' t0' 7' 12' V la' 0' 14' 0' 14' 0' 14' 0' g3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' la' 0' 14' 0' Stud 4. 7' 8' 2' 8' 5' 9. 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' ll' 6' l2' 0' la' 0' 14' 0' 14' 0' 14' 0' S P D F L Nl 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' it, 9' 12' 3' 14' 0' 14' 0' l4' 0' 14' 0' M2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' ll' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' M3 a' 9' 7' 4' 1 7' l0' 9' 8' 10' V l l' 7' 12' 0' la' 0' 14' 0' 14' 0' 14' 0' Stud a' 9' 7' 4• 7' lo' 9' 8• tol' ll' 7• 1 12' 0' la' 0' 14' 0'l4' 0' 14' 0' Standard 4' 7• 6' 6' 6' Il' 8' 8' 9' 3' ll' 6' 12' 0' 13' 7' 14' 0' 14' 0' la' 0' S AT O :-4k. iaeeeeaw,.. eaeee S ONAI Bracing Group Species and Grades, Group As re -Pole -Fir Hem -Fir NI / ac - 2 Stondnrd 1 02 1 Stud 03 1 Stud 1 1 03 11Standard Do las Fir -Lurch Southern Pine 03 N3 Stud Stud Stondord Standard Group BI Hen -Fir N1 Btr NI D los Fir -Larch Southern Plneww Nl Nl N2 N2 Ix4 Braces shop be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group 8 values may be used with these grades. Gable Truss Detall 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 10d (0.128'x3.0' min) notts. 31E For (t) 'L' brace- space nails at 2' oc. In 18' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space naps at 3' oc. In 18' and zones and 6' oc. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4. 0' 2x3 Greater than 4' 01, but 3x4 less than 11' 6' Greater than ll' 6' 1 04 Refer to common truss design for peak, splice, and heel plates. Refer to the Bultding Designer for conditions not addressed by this detaN. TOT. LD. 60 PSF X. SPACING 24.0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENC101014 46 About L able Truss Diagonal brace option, vertical length may be T doubled when diagonal k/ 8' 38 brace Is used Connect L diagonal brace for 6001 at each end Max web Br ee total length Is 14,. 31131E 2x6 DF -L N2 or better diagonal T Vertical length shown brace) single B, In !able above.or 45 double cut as shown) at L 1 upper end. om Connect dlagona at Irk, midpoint of vertical web. Refer to chart d muVARIOIGION READ 010 FOLLOW ALL NOTES ON TIUS DRAVOG aIiORTANt FURFUSH "US 1RAVOf TO ALL m(TNACTONS mmult (O TIE DISTALLOtS= Trustee require extreme ew h fabrleathq, handing. shOpYq, hstalOnp ati brC4 p Rafartm to" the latest edtlon of 11CSI (Ieldhl Co,ponnent Safety IMormatio, by TPI and fKN f practices prior to perPorNp these function: Installers shall p owlde era 6q Hess noted otherwise, tap lord small Mve property atadwM structval ehw and be small have a properly attached Hod telling. Locations shown for permanent lateral restraht shall have bracshsalledperSIsections33, 117 or 1116, a applicable. Apply plates to d OO WWPieng sow bo a end on the t Details, vaea noted otherwise. a standard Refof draeelps 166A2 for pate potltbro~ AN ITNCAMPYWY Alpine, a division of TTV WdkV components Goo Tae. shall not be nap -4A. for any aleviatl this d"aw,n1, fait a held the truss In ANSVrPI I, for hanalhg. any ro eonf'ermance with or SHA hate III n t bracing of trusses. A seal an thio draw" or cover page Os(hp Mb 6vteq, hdaas acceptance of professional 13723%fbvempod%Ome w aM p rtespo 11Nq solely for fin desip shown The nftah11My W use of this nYvshp IISole%200 fe- any rtwcbre b the rasporetlMy of the 11Jdnp Oeslpner per 161/IPI l Sec& Maryland% HeVhts.%Mot 63043 For more hfornathn see this Job's Coneral notes ase aha Mese who aeteo ALPDE, wwwalpllalt.Comi TPI, www.tphestmV SICA, aw. eroN ICd walocsefearg S AT O :-4k. iaeeeeaw,.. eaeee S ONAI Bracing Group Species and Grades, Group As re -Pole -Fir Hem -Fir NI / ac - 2 Stondnrd 1 02 1 Stud 03 1 Stud 1 1 03 11Standard Do las Fir -Lurch Southern Pine 03 N3 Stud Stud Stondord Standard Group BI Hen -Fir N1 Btr NI D los Fir -Larch Southern Plneww Nl Nl N2 N2 Ix4 Braces shop be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group 8 values may be used with these grades. Gable Truss Detall 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 10d (0.128'x3.0' min) notts. 31E For (t) 'L' brace- space nails at 2' oc. In 18' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space naps at 3' oc. In 18' and zones and 6' oc. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4. 0' 2x3 Greater than 4' 01, but 3x4 less than 11' 6' Greater than ll' 6' 1 04 Refer to common truss design for peak, splice, and heel plates. Refer to the Bultding Designer for conditions not addressed by this detaN. TOT. LD. 60 PSF X. SPACING 24.0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENC101014 46 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 MPH Vlnd Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Vlnd Sceed. 30' Mean HelOht. PartiOnV Fnrinaed. FVnnSur• n. Kzt a 1110 S 2x4 Brace Gable Vertical Spacing SpeciesGrade No Braces 1) 1x4 'L' Brace Group A Group B t) 2x4 'L' Brace (2) 2x4 'L' Brace we Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace No Group A Group B Group A Group B J d Q oi S P F L H F 111 / 112 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' l4' 0' R3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' It, It, 13' 71 14' 0' Stud 3' 6' S' 4' S' @' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Il' It, 13' 7' l4' 0' Standard S P F 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' 1' 9' 3' 1' 9' 12' 2' 13' Il' 14' 0' D2 3' 8' 6' l' 6' 6' 7' 5' 7' 8' 8' 91 9' 2' It' 7' 12' 0' 13' 9' 1.4' 0' 113 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 11 10' 1' 10' 10' 13' 8' l4' U. Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' to, 10' t3' 8' l4' 0' Standard 3' 3• 4' 3' 4' 7' 5' 8' 6' 1' 7' 91 8' 3' 8' tl' 9' 71 l2' 21 l3' 0' U i U O 10OJ S P F 1 l1 FI k1 / N2 4' 2' 7' 2' 7' 5' a, 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 1.4' 0' N3 1 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' it, 10' 4' 13' V 13' 7' 14' 0' l4' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 81 9' it, 10' 4' 13' V 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' It, l0' 12' 8' 14' 0' 14' 0' SP D F L 1 4' 5' 7' 3' 7' 6' 8' 7' 8' ll' lo' 2' 10' 7' 13' 5' 13' ll' 14' 0' 14' 0' 2 4' 2' 7' 2' 7' 5' a, 5' 8' 9' l0' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' N3 4' V 5' It, 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' 11' 8' S' to, 0' to, 5' 12' 5' l3' 3' 14' 0' l4' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' l4' 0' d X d Ul O N S P F IJ FHl NI / R2 4' 8' 7' 11' 8' 2' 9' 4' 9' 81 10' 11 It, 6' 14' 0' 14' 0' 14' 0' l4' 0' N3 4' 5• 7' 7' 8' 1' 9' 2' 9' 6' 10' It, 11' 5' 14' 0' 14' 0' 14' 0' l4' 0' 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10' Il' ll' 5' 14' 0' 14. 0' 14' 0' 14' 0' 4Stud Standard ' 5' 6' 6' 6' ll' 8' 8' 9' 3' 10' It, ll' 5' 13' 7' t4' 0' 14' 0' 14' 0' P D F L Rl 4' l0' 8' 0' 8' 3' 9' 5' 9' 9' ll' 2' 11' 8' 14' 0' 14' 0' 14' 0• 2 4' 8' 7' it' 8' 2' 9' 4' 1 9' 8' ll' l' 1 ll' 6' 14' 0' t4' 0' 14' 0' k3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ll' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' to' 7' 3' 9' 1' 9' 71 1l' 0' ll' 6' 14' 0' l4' 0' 14' 0' Standard 4' 5' 6' t' 6' 5' 8' 1' 8' 7' 10' Il' ll' 5' l2' 8' l3' 7' 1 14' 0' able Truss Diagonal bract aptlary , vertical length nay be doubled when diagonal brace Is used Connect dIagonal brace for 6900 at each end. Max web total length Is 14'. Vertical length shown In table above. 45' Connect chagoma at 1 to- A ace L Br 3,(3K 2x6 W -L 02 or better diagonal TI t 11111 1111 brace$ single @, or double cut L 3K` 1asshown) at 1111 ee ., IN I upper end Bracing Group Species and Grades - Group A: S ruse -Pine -Fir Hem -Fir RI / R2 IStandard 12 Stud 03 1 Stud I L__03 JStandorA Dose las Fir -Larch Southern Pine 03 03 Stud Stud Standard L Stendard Group B: Hen -Fir RI L Btr Ml Dou las Flr-Larch Southern Pox Rl RI 02 02 1x4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these arddes. Gable Truss Detail Notes: Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 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 lad (0.128'x3.0' min) nags. K For (t) 'L' bracer space nags at 2' a.c. In 18' end zones and 4' ac. between zones. jK)Wor (2) 'L' braces, space nails at 3' or - 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 Vertical Len th No S Ilce Less than 4' 0'2X4 Greater than 4' 0', but 4X4 less than Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. o\IAlbmbM READ AND 1`1111DV ALL HMS a THIS DRAVDIa ! +• T ++ ` REF ASCE7-10-GAB16030s-9POtTWr FUM M THIS WAVD/G TO ALL (n1iRACMIRS RAMMING TIE RMAI.IERS S t Trusses reVA•f extreme cart ti fa6rlcetig, handing, I" u6 p w Ra, er'e d DATE 10/01/14followthelatestedWwrNRCS[ <Rratig Component Saifty 4.formatlon, M 1P1 ono DCIV for fay • practices prior to pwrfarod these functions InoCagers Wall provide L ch per L lieessnoted otih Ase, top chord shell hew pr ape. y attadvd structural rhea tud r0 ChoSAT O DR WG A16030ENC101014t shall hew •properly attachedAU} pN cf.Locations shown later" for pmrant tenl reseraht weDla shag have trade hwtalled per 1 sections 13.37 or Rte, as applicable. Apply plops to • dEY • t, O of tans and posshin as shown above and an the Joint atals, wdess no oeher.W. i ti w • L•'V QIALONRefertodrawingst60A-2 for standard plate poWins. •w "; ' dt I C ANITWCDAAPMNY eve a:. any fa division ailure to build theComponentstrussIn oona for w v with ANSI/TPIbe11. orfqm erw deviation000 e~'•• a..,. • a•• fe Matin a km 06 of trusses, ssl NG MAX. TOT, LD, 60 PSF A seal an this draMp or Cover poen Us tip this drawbq, buscates soapaanoe of professional /f 1113723\ Rvwporu Drive e.rverYlo remolsmRlhr scaly for eh desbn shown llv nfOaWlty aM use M this baehD 1"1L ert I I Suuf\ 200 for_ any sbhe b (M reapomm y w hila RJ R nesfOrr par Ifavml 1 secz ff48I Al MsrybM Haiphls.\MOV R304J wrna info e as t•s a show / 2018 MAX. SPACING 24.0' Gable Detail For Let -in Verticals Gable Truss Plate Sizes Reinforcing Member Gable Truss pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lopped plates to span the web. Q, 2* 2X4*2X8 rroviae connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Molts, 10d Common (0.148'x 3.',min) Malls at 4' oc. plus 4) naps In the top and bottom chords. Toenalled Malts - 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords. This detall to be used with the appropriate Alpine gable detell for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings AIl5l5ENC101014, A12015ENCIOI014, A14015ENCI01014, A16015ENC101014, A18015ENCtOI014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENCIOtOl4, A12030ENCIOIO14, A1403OENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030ENDIOtOl4, A2003OPEDIOIO14 S11515ENC100815, S12015ENC100815, S14Ot5ENCtO0Bt p MINI11WA9915, S18015ENC100815, S20015ENC100815, S20015END OOl Dl0 4. S11530ENC100815, S12030ENC100815, S14030E 0 1 -, 03 1 915 S18030ENC100815, S20030EMCIQ0815, 5200`` d / See appropriate Alpine gable detail for ma 7h_laQlerl(h ed l,V I T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nal - Or - NEnd-nal To convert from 'L' to 'T' reinforcing members, multiply '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, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 7 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'ac. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 t) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 000 x 8' 7'= l l' 2' oW"RTARff TM'ss MVV06 To °ALLL Mff, Co am D "Mo," 7iE nrsT i a REF LET -IN VERT Trusses require extreme care in fabricathq. handling, sldpph instalbnp and brecb+p. Rtf t ann • follow a DATE 10/01/14thelatesteditionofSCSI (Ilul&V component Safety Information, Is TPI and S. f saletl• Vreetscts prior to ptrforming these functions. installers shall provide tempererr bradnp a IIML • • Unless noted otherwise, top lard shall have property attached structural she*U'a and bo S T : F DRWG GBLLETIN1014 d O shall have a property attached rqW celkp Locations shown for permanent lateral rostra lnt shall have bracbp Installed per SCSI sections 33. 07 or RIO, as "Olcoblt. Apply plates to to i • . • a; of =s and as shown above and on the Joint betels, unless noted otherwise. • 1 a ppooslftkm ?? C Refer to drawYps 160A -Z for standard plate positions ••• • e..e•w''• w [ Alpre, a dMsion of RV NldIng Components Inc shall not be rtsponslAe for any deviation v µIT W C OMPAW this drawing, any falure to build the truss h canfornanct with ANSI/TPI 1, or for haMbp, ahpptrp. 4 s a aL N staaation a bracing of trusses. . ar cY UstingofA see( re onUft l ty aY MAX, TOT. LD. 60 PSF DUR. FAC. ANY 137231 Rrveryon\Drive mowing IM'" p tr ddoslla page wn faranya Is fie the Fadrlg beslgi ANST/TPISect. 11 Suite\ 200 Ciurvv resperullfq of er per I DA IM 018 MAX. SPACING 24.0 Maryland% Heights,% MO% 63043 for more information see this Job's general noNs page and these web sttea ALPM ....a t..coml TPU .w.. twvi SYCM ...sbdnansa Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Uro 140 nph Wind Speed, 15' Henn Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Vlnd Speed, 15' Henn Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 noh Vlnd Saeed. 15' Henn Helaht. Pnrtlnlly Enclosed. Exansure n. K7t = 1.00 S 2x4 Brace Goble Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace w Group A Group B I) 2x4 'L' Brace is (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace on Group A Group B Group A Group B 0) j U Q Cu SPF HF pl / a2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 03 3' 2' 5' 8' 5' ' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' ll' 12' 6' 13' 0' Standard 1 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' l0' ll' 12' 6' 13' 0' SP DFL O1 3' 6' 5' 10' 6' 0' 6' 10' 7' V 8' 2' 8' 6' 10' 9' ll' 2' 12' 9' 13' 3- B2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1, 8' 5' 10' 7' 1 ll' 0' 12' 8' 13' 2' k3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' ll' 0' 12' 7' 13' V Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' l3' V Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U Q1 U SPFJ F O1 / R2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 12' 2' l2' 8' 14' 0' 14' 0' D3 3' 8' 6' 6' 6' 10' 7' 8' 1 7' 11' 9' V 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' l' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' V 6' 5' 7' 8' 7' I1' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P DFL 1 2 k3 is shown) at Stud Standard d X fk U v-1 SPF HF MI / «2 3 7- add nt of vertical web. Refer to chart dj w VA111400a READ AM rOLLOV ALL N EU OI TKIS ORAVDO 113 Tmvssts read txtnwa cart In fabrlcethg, handling, drbpb'r0• InstalW p and Rtfer'a callow the 4tett NUI <NVAnp Cow,_ t Safety 4Hormativb by TPI SNG1) f Standard 4' 0' 7' 7' 5' 8' 5' 8' 0' 0' ' 2' 14' 0' 14' 0' S P DFL Ml 4' 7' 7' 8' 8' 3' 6' 14' 0' 14' 0' 14' 0' 024' 3' 1 7' 3' 7' 6' 6' 10' 7' 13' 5' 13' 11' 14' 0' 4' 0' 03 4' 2' 7' ' 7' ' 8' 0' 1' 10' 6' 13' 4' 13' 10' l4' 4' ' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' l0' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 8' S' 8' 9' 1 10' O'l 10' 5*1 13' 2' 1 13' 9' 1 14' 0' 14' 0' Bracing Group Species and Grades - Group AI S race -Pine -Fir Hem -Fir NI / 02 Standard N2 Stud 03 Stud N3 Standard Dou las Fir -Larch Southern Pine 303 Stud Stud StandartlStandard Group BI Hen -Fir Nl 1. Btr Nl Dou ins F1 -Larch Southern Pines NI MI N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detoll Notes( Mnd Load deflection criterion Is L/360. 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 lad (0.120'0.0' nIn) nails. X For (1) 'L' bracer space nags at 2' o.c. In IS' end zones and 4' a.c. between zones. K)Wor (2) 'L' bracer space naps at 3' oc. in 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Lenath No Splice Less than 4' 0' 2x3 Greater than 4' 01, but 3x4 less than Il' 6' Greater than Il' 6' 4x4 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 8/3/15 DRWG S16015ENC100815 TOT. LD. 60 PSF X. SPACING 24.0' About L able Truss Diagonal brace apftmo vertical length may be T doubled when (lagoral l6' )B brace Is used Connect L diagonal brace for 60011 L' axxateachendNnweb Br ce tot:l length L Ill ill 2x6 02 or better obetterdiagonal 1"" Vertical length shown brace( single B, In table above. 45' or double cut is shown) at L 1 upper end ri Camect dlagana at add nt of vertical web. Refer to chart dj w VA111400a READ AM rOLLOV ALL N EU OI TKIS ORAVDO wmTANib f jimim nas DRAVDG TD ALL m(IRAcm is Dcj=G THE =TM1DtS 3 Tmvssts read txtnwa cart In fabrlcethg, handling, drbpb'r0• InstalW p and Rtfer'a callow the 4tett NUI <NVAnp Cow,_ t Safety 4Hormativb by TPI SNG1) fadthane1and pp'aaCtlCH Prlr t0 perfarto these functlans. Installers shall provide bra qq IMtss road ofMrelse, tap cluird doll have props y ataOrd structwI dao and - shall have a prapm y ottadod rood cesYq Loaatloro sheen far permanent lateral rtsbvht shall have braehp Installed per NCS[ sections 93, 27 ar 310. as applicable. Appy pates to d of truss and po as shown abort and on the Jaht Detals, amass noted oVarelse. Refer to dratingss "-2 for standard Yate positions. . AN IIWOOMPANY Alpine, a dNslan of [TV Sinding Caponenb Inc. shall not be rtspansk" for any devlatl this drawhN, any falw to bawd the truss h Conformance with ANSI/IPI L or for hanahy O*l hstallatbn a bradrp of trusses. A sat a, this dlroovi g r cover page Us Is this indicates mw of proftsdNmai 13723%Roverpod%Orive tdrawing. solely dtd sMftib wire•h Frtyb%=ZIM.afMt Mrd 1SK211l l Marybnd% Herphb.\MO1630e7 fr ^wort Information sae tits Jab's peroral rotes paq and Mese cab sltep ALPDF.. ewwAlpaWte.001V TPI- wtw.tphst4rer SNCM att.sb6drastr 4'Ni IOP aetleceait Bracing Group Species and Grades - Group AI S race -Pine -Fir Hem -Fir NI / 02 Standard N2 Stud 03 Stud N3 Standard Dou las Fir -Larch Southern Pine 303 Stud Stud StandartlStandard Group BI Hen -Fir Nl 1. Btr Nl Dou ins F1 -Larch Southern Pines NI MI N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detoll Notes( Mnd Load deflection criterion Is L/360. 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 lad (0.120'0.0' nIn) nails. X For (1) 'L' bracer space nags at 2' o.c. In IS' end zones and 4' a.c. between zones. K)Wor (2) 'L' bracer space naps at 3' oc. in 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Lenath No Splice Less than 4' 0' 2x3 Greater than 4' 01, but 3x4 less than Il' 6' Greater than Il' 6' 4x4 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 8/3/15 DRWG S16015ENC100815 TOT. LD. 60 PSF X. SPACING 24.0' I VALLEY FRAMING 8t BRACING DETAIL •.I R W Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2%0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into pudin with a minimum of 6.8d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between hoofs) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05. 140 mph, Enclosed, Cat II, Exp 8,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. ce the Grippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITrpl Innection Requirement Notes 2x6 rakers to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to raker 416d toe -nails Ridge board to truss 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper 6 truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails puffin to (Typ) 3 16d toe -nails Trutt to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES _ NO Collar beam to rafter 4160 toe nails NOTE: 160 (0.162"x3.5") COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" long nailed w/ 2.10d (0.146"x3") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of crifple with /0d j0A28"x3.0") nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripp es over 10'-0 long requre two CLR's or both faces wl'T" or scab. Use stress graded lumber & box or common nails. Marrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter If sleepers are not used. dnstall blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOSre uI ments. Nails are common wire nails unless noted otherwise. I, CEN, f ' •- ( A) (B) (••) V*AMm aWArsmfttt,tav X.L."LL raps nmAvoa a t TC LL 20 30 40 54 REF VALLEY FRAMING96WOUtortaaasA110WawaMAISmavACtatstrralmIMncoarAuoet- N0. 70861 Trwse« 4req A41tes .rv.n• ow h fe6rk•"'°'''°""'°, elapphe. ""% by WW tR. f 2 * TC DL 10 20 7 7 DATE 10/01/14ranowerytat«t .sewn of at:" were roparw.t Sef•ey 4 o ares de by w nfof m • y • Wess sed o to wof tw. 1aNp rhes• &U have lnstauars s lie prove teroerary •'•dn0 peC 7f W«• rove o am y * top snare cr a. properly Oven o pwraswal elratMp end b eNedo i LP h.n Mw . a•o•r+r aetadW rlye o.rtio tsaamro on.n roe pr•..va..e 4terat r«vrhewas •BC DL 0 0 0 0 DRWG VACNV1801015 aw wwnCb asNS woper wW ononicre Ow aJoh.i wtau w4.r notes aYthtMt e. `e r:=f' STATE OF 1+ BC LL 0 0 0 0 Wee to saebW laM-z for spnderd plat# OasMbna ¢¢ : . • Alph•. s a rm, of m sV" co pa.na a nspp,uble far any e•vY ••'/,` R IOP fANfflNO>wAiY1NY ehts 1&"*m 4 enr r o of to Mnd the teres h== -&-h" ANstrtvt t or ear h.euhn •• •.• TOT. LD 30 50 47 61 hntolWHon a t dna M or cove F a••• r....••• A nal an thb Ovehe r corer, papa erwo ehls s-a.tip, hrlamaea amlpmne• 01 proresmnht Pr .ally ear en. qpn sheen 11v s,It#hYy eM 01 thb dn+` lJ]E9WdroYtMe rar sb^" c(V l E DUR FAC. 1.25/1.15 Ealh Ctr. MO MS astr v41ohwWtOe'10oon,` Pisve .wtP1rwtWy SSC& notes wy°o mo e..ma.eorp SPACING SEE ABOVE 0 11 ®. a --- 1;F" MA, il _ i --- 'pig1 IIwillow 1 1,111111111111111111 :1 1 Milo : MEN 01, r% SII •.:: Ilii©IA SII - 11 II • 11 SII 11 re II 1U ,11 0,I 8118118 81. 81. 81. 81•1 Nov. 1 NOTE: 00 NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES I L P10T;.BE ACCEPTE•Q; W4 FIOUT,- PRIOR WRITT[N APPROVAL 8Y -OUR.; SERVIC;,,, •;• DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THIS ISA TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES, ENGINEERED TRUSS ORANANCS AND TI LE RECORD COPY w\\-DINc SANFORD OFpAR, ROOF SUBFLOOR WALL HT. BASED ON 9'-4- A.F.F. I 1 8 _ 9 3 1 REFER TO Ef PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING rrr W 11.E ATTENTION! ay.-- W b.r r r ti REFER' TO-BCSFr-BI- -• -- tnss r.sl br We wH oole Ilya ' b « erglH, aeim q Iel I.m. Merl obr gle.u:"Wes a.lo HN).w Total Truss 0lantity - 199. General Notes 1) Al pall .wd blrL M bI aw d Oil- Hr Ib 4 dna p"* p ww A— bbWNW Oriftp 2)M,Ywc Sa6-r.M. rola 5) Al br MSF b W Of- i- rlb 4) ti bs Fel beib I1=481 rrero.rdebr I uri EiabA *.A IN per r e i V.eq tS OG aas s. b M ^"F r • cies r 7? bOr sdl Yie ba¢I O. WWWL ftm Irr Y SCS -fl Ie eV .rase b.ey ROOF LOADING SCHEDULE TSL = 1177 PSF BCDL 10 PSF DURATION = t25 x NANO SPO/n`PE- 180 MPH ENCLOSED BLDG EXPOSURE -C USAGE - RESB)ENTIAL CAT D WINO IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 T--bc dc4pt carrxlor p.le N (a ASCE 7-10'Ilyd an®m aoe (yam lM o aem ml <bddmp rrd rrm. rJvd fa<c revelm4 Q Arno Tb- Inure Me burr n•ie.d u— a 6bia.l I0IpQ.u.mrnnrnl6l <bald fire FLOOR LOADING SCHEDUL TCLL 40 PSF TCDL = 10 PSF BCOL = 8 PSF TOTAL 85 PSF ALL REACTIONS OVER 5000/ AND UPLB?IS OVER 1000 ARE SHOWN ON ENGDOmmG. WALL KEY 9'-4- 20'-,3/4= DESCRIPTION to. DATE N CYl WO /r r sravv I.c ar s Io r4 0 N mO r Irr r Io w. low oczmnwN art. (NTE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6 N. V. VINTER HAVEN FLORIDA 33880 pmw-(900) 959 -SM PAI, (863) 294-2489 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PR?W/ ODEL/ALT 9Ae/9A2680 ALT OESC OTC : LOT : 914 BLOB(: 12/1 m tl/la/07 Its & 44 011r DESIGNER PACE DATE 0 1 uNN330071L A4 0 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit # # 1 8- 9 3 0 Specificatioo SANF0RID FPAR Project Location Address: Anastasia s,c( koJ ko&,, LA :, 3 `f 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.floridabuildincl.orQ. 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) FL15225-R4 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.1 Roll U 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 FL18644.4 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum Soffits FL16544.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roof ng Products Asphalt Shingles CertainTeed Corporation Shingles FL5444.1 Underla ments InterWrap, Inc. Underlayments FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents 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.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss PlatesS En ineered Lumber P- t14C. Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239.1 Applicant's Signature Applicant's Name Please Print) June 2014 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 1t. l 1 S 19' I it I jr S• c0 (CAOtmaOa Ic tI 0W CA110M v W 050 143191 n54 25+ pJ• 3i' 1350 14"9+ 139+ ASI v w 511 V13194 24V 3c 91 11750 Vl3551 A5= 991 tr-•'•,i-0• fOTON 6T OWM d1T11 s' -A' FLAT Cu: S Tt' ri 91 V136 SH 16 91 *%I GC. YERFr rtf.SO.RT OFr wA Fm A'1 tww, v UTW 5UP5 Am WsUATIM 11A YIQT FFR OZ NJOACMeR 40 SPECACAlift RL RIOPOORPLA%FMSMOFTAM AltoW, W (612E tUd-K CAUTENI. CS'FT• OR FI190 ULM. FG) 014lpfreaESWE130RIDE olevu6uu 9 . r 0 F6cR • aN ®fAfSI4 A TYP. ARCHWAY Y.4F >r • r0 rsu(ee at L lDna AwD WAR C R.CM U, Ilrb T20 C1N4 RHT(E • AtEROt T1Aa4nuRtTtE114nrI E) lFOIY FAY. AKI Tom EA TRAY CEILING SECTION Tl 6c" W -1-c Sg ODO K' r))I.FOK 1rA0 (SYIFDI YA7(Sg fiC 1 IfOA1SSC,01 I V,a,TWctat I ro1I0U , IV,IaCI , cs, av AS rgmv. eoa rof n v. 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GARAGE LEFT Florida Building Code Online Page l of 5 1112P 11A 11' PAMW--11 RegulationBusiness & Professional SCIS Home I lop In I User Registration Mol Topic I Submit Surcharge I slats 6 Facts I Publications I FBC Stall SCIS Site MapLinks I Search I Florida Product ApprovalrUSER• Public User m Product Aooroval Menu > Protluct or Aool¢aUon Search > Aoolicalion Ust > Application Detail FL it 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/15/2018 Florida Building Code Online Summary of Products Page 2 of 5 FL it I Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(11355)C7327.01-109-47 - 1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 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 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x72.Ddf 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.Ddf 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.Ddf 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.pdf 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.Ddf 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.Ddf 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.Ddf 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 I 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(108161C7324.01-109 7 --6adf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgvFGYZsjrZFR... 2/15/2018 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Page 3 of 5 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84.Ddf 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. Units must be glazed in accordance with FL17676 R6 H FL17676 RI 11 Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf 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.Ddf 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 11 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.Ddf 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.Ddf 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.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.Ddf 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.Ddf 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 08-012478 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.Ddf 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.Ddf 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 11 08-013718 11.0f Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.Ddf 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.Ddf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FL17676 R6 II 08-02269A 12.Ddf 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... 2/15/2018 Florida Building Code Online Page 4 of 5 BaW Ngrt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-182 The State of Florida Is an ANEE0 employer. Coovnoht 20074013 State of Florida.:: Privacy Statement :. Accessbi M Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to https://www.floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/15/2018 FL17676 R6 AE 513015A 2269.Ddf 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 AP (108181C7325,01-109-47 - 13.Ddf 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 13.0f Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270,Ddf 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.Ddf 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 11 08-01514 512141.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports R6 AE 512141 3540 FIs 52x84.odfFL17676 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.Ddf 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 4802 (As ASTM E1300-04. Tested).Ddf 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(108171C7327,01-109-47 - 16.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 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 10804.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers 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 Approved for use outside HVHZ: Yes SH.Ddf 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 CliD.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.odf Created by Independent Third Party: Yes BaW Ngrt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-182 The State of Florida Is an ANEE0 employer. Coovnoht 20074013 State of Florida.:: Privacy Statement :. Accessbi M Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to https://www.floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/15/2018 ELEVATION 2' typ. I d 36' I max. 2' typ. txo INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN— TT Windows & Doors 8' o.C. Max. tt of 0 ,r. 3540-3240 SH FIN — VCLE ALL FOUR 17 G 'NAIL_ FIN' IS A FLASHI BY OTH1 Anchor See Section Del m Yr HEAD DETAIL F Min Edge 7/16' C TERM WHICH SHEATHING AB DETAIL 3ZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL 6 x 1-5/8' SCREW (SHOWN WITH r SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL 1 _I11„`7ty Notes: 1. Installation depicted based off of structural test report #82133.01-109-47. 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 comers and no more than 8' on center. Design pressures of smaller window sizes are limited to that of the test window. 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) txo INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN— i'm 9% "Am V.M.R. 12-14-09 a °'m Windows & Doors 3540 Single Hung rAD NONE 1 v1 Gratz, PA 0 ,r. 3540-3240 SH FIN — 36" MAX. _, J FRAME WIDTH I 4" _MAX. I ANCHORS TO BE EOUALLY SPACED. SEE ANCHOR CHART SHEET I FOR UNIT SIZE AND ANCHOR OUAVTITY O 84" MAX. FRAME HEIGHT X i J- 4' MAX. I I t 1— SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW OESIGN PRESSURE RATING I IMPACT RATING 40.01-50.0PSF I NONE Number of anchors required at each jamb Height On) Panel wndeT (n) 24.0 130.0 130.0 241 2 2 2 30.0 2 2 2 301 3 3 3 421 3 3 3 401 3 3 3 541 3 3 4 00A 4 4 4 60.0 4 4 4 721 1 4 5 TOA 4 1 5 84.0 4 5 5 TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS RMSgnS OESCR1PTION OATE I •PPROVEO NOTES: I ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER CF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO 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 GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF -1045-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04, 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BCRNE DEBRIS REGIONS. 9) SF -IM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SI -IM WHERE SPACE OF 1/16 OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4- 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 1) 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 MANUFACTURERS 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 I (CR GREATER). SIGNED: 10/21/2011 DOORSM650IWDOWESTM R II` oA, KED STREET```J\5AT GRANTZ. PA 17030-0370 r,•\GEN pe.. On i5, 0 6 *= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED — NON—IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES per•• TAT OF v ORMAN; owc NO. acv V.L. 08 501372 iii/S1 NA 11%0 o•TcSCA'ENTS 10/17/11 I OF 3 REVRSRONS OCSCRIPTION CARE I APPROVED 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE J 0 SET IN BED OF a I/4" MAX _ 1 3/16" MIN. 1/4" MAX. APPROVED SEALANT SHIM EMBEDMENT SHIM 0 0 HEAD TO BE SET IN A BED OF APPROVED e8 WOOD SCREW CONSTRUCTION SELANT INTERIOR 2X BUCK/WOOD FRAMINGOTHERS. 2X BUCK TO EXTERIOR a F' INTERIOR B B PROPERLY SECURED 0 0 0 a a EXTERIOR FLANGE TO BE SET IN BED OF SILL 10 BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION BED OF APPROVED 2X SUCKANOOD FRAMING INSTALLATION CONSTRUCTION ADHESIVE a FLANGE TO BE 1/4" MAX. SET OF r SHIM APPROVEDD SEALANT x NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY FRAMING MI WINDOWS AND DOORS TT11111nI 2X BUCK/WOOD BY OTHERS, 2X BUCK TO VERTICAL CROSS SECTION 2XSUCKANOODFRAMING INS TALLATION 650 WEST MARKET STREET GRANTZ. PA 17030-0370 N\ 5 R.LO,i GENS'.9pBEPROPERLYSECUREDr SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW*• 0 5 *= STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS r • $TAT OFp DRAW DM NO. REV FS'Q(0R1A"' 08-$ ¢ R 20F S 0NAiI\\\ SGLE NTS tYR 10/17/11 2 3 MASONRY/CONCRETE BY OTHERS OP11ONAL IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I FLANGE TO BE SETIN BED OF APPROVED SEALANT EXTERIOR FLANGE TO BE SETIN BED OF APPROVED SEALANT OPTIONAL 1X BUCK BY OTHERS, IX SUCK TO BE PROPERLY SECURED SEE NOIE 3 SHEET I i 1/4" MAX. J SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR x•(/ a• VERTICAL CROSS SECTION MASONRYAXONCRETE INSTALLAT9NV SILL TO UE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. SHIM R"SroNS IREVoESCRipoo" I wtE F APVRowo 1 1/4" MIN. BY OTHERS N01 SHOWN FOR CLARI-Y 1/4- MAX. EMBEDMENI 1 MARKET STREET GRANTZ, PA 17030-0370 SHIM MASONRY/CONCRETE i SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 3/15- TAPCON REINFORCED — NON—IMPACT 36" X 8aINSTALLATION N41 DETAILS TATE OF0. BY OTHERS i s A,(0R101; o8- 50372 — fONA1TE\ scat w ENTS 10/17/11 3 OF 3 INTERIOR 2MIN OEJEDGEGE01ST. J 0 OPTIONAL IX BUCK BY J EXTERIOR OTHERS. IX BUCK 10 BE PROPERLY SECURED SEE FLANGE TO BE NOTE 3 SHEET I SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OIHL'RS. BY OTHERS N01 SHOWN FOR CLARI-Y M650WINDOWS DOORS MARKET STREET GRANTZ, PA 17030-0370 E. r,•G Myr. ,+ i SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 6STEELREINFORCED — NON—IMPACT 36" X 8aINSTALLATION N41 DETAILS TATE OF0. DRAIN Dao No. REV i s A,(0R101; o8- 50372 — fONA1TE\ scat w ENTS 10/17/11 3 OF 3 7 ELEVATION A* CLE ALL FOUR WACH S"a e 17 JAMB DETAIL HASH BY 0" Anchor See Section Details) a Min Edge 4' HEAD DETAIL SIE HEADER AS NEEDED Caulk under ENTRE perimeter ofobey SILL DETAI IM AS CUIRED DRYWALL 1tOWN "7" 1/2' SHEA7l ZI MUST ACHIEVE 1-1/4' POHE7RA71CN INTO 1S11ID. . Notes: 1. Wdation depicted Dosed off of structural test report C7327.01-109-47. 2. Wood screws shag notify the Notional Design Specification for Wood Construction for material type and dimensional requlmmente. 3. Wood buck Installations aro assumed 2x S—P—F (G-0.42) or denser. Buck width I be greater than the window home width. Tapered or partial width bucks are not allowed. Wood Duck slag be secured to the structure to netsl all design loads. 4, Wood screw IengBro shall be suflldent to guarantee 1-1/4' penetration Into wood buck. S. Maximum shim thickness of 1/4' permitted at each fastener location. Shins sholl be kad bearing. nor compressible type. S. These drawings depict the detolls necessary to most structural load requirements. They do not address the air Infiltration. water penetration. Intrusion or thermal performance requirements of the buddlatlon. 7, Installation shown Is that of the test window for the size shown and the design pressure domed. For window dies smaller than sham. locate fastener@ approx. 2' from comas and no more than 12' on center. Design pprrws as of smaller window sizes aro Iknited to Not of the lest window. rA- —r AA r i 1 , It. . Siff IUD DIMI PRESSURE CKW Ir FASIW HYPE AND SPASM SHOWN WU Al1DW DESIGN PRESSURES UP TO +35/-50 UWS UP TO IOB' z 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPUCABLE DESIGN PRESSURE UMITATIONS) Iu.I IFIN& Mae n ae MM— F AS7nE7NNER SCHEDULE — FIN— V.M.R. 0-20-09 aM* sac W I I3540SingleHung NONE I • Windows &Doors Continuous Head and Silldw 3510 Sit M FIN 1/23/2018 Florida Building Code Online Professional / 1 r lar SCIS Home I Log In I User Registration I Hot Topic Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BCIS Site Map I Unks Search Ronda... d r I(IJ Product Approval ig 6USER: Public User Product Approval Menu > Product or Application Search > Application Ust Search Criteria Code Version 2017 FL# 18644.04 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 Saarch Qalulfc - A—Ile.N..rc ELA Ivoe Manufacturer Validated By Status FL18644-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved History FL*: FL18644.4 717) 317-8454 Model: 3500 PW Description: 96x60 Category: Windows Subcategory: Fixed npprvvea oy vorn. ,Mppr0v415 oy Ugrn snap oe reweweo ano raoneo oy me rut. ano/or me wnm issron Ir necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO -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 dick h=. Product Approval Accepts: IN®IMEMN® Credit Card Safe https:/Awm.floridabuilding.org/pr/pr app_Ist.aspx 1/1 NOTES: I. 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNI7S MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE W17H 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 THAI FULL FRAME SUPPORT IS PROVIDED. B. 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 10 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 FVC. 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 FIN INTO WOOD FRAMING OR 2X BUCK USE 86 WOOD SCREWS WRIT SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENIS SHEET NO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS RLVRIOIb I RLV I oESuePlnw I DATE I AWRONO I 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. 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 17. 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. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 35007, 3500SDUTES, 35DOSP, 3540PX, 3540T, 3540SDUTES, 3540SP, 3250PZ, 32507, 325OSDLITES, 3250SP, 3240PW. 3240T, 3240SDILITES. 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 358OWP, 35807, 358OSDLITES, 3580SP. S-3500PW, S -3500T, S-35DOSDILITES, S-350OSP, S-354OPW. S -3540T, S-354OSDLTTES. S-3540SP, M-350OPW, W-350OPW, W -3500T, W-3540PW, W -3540T, W-354OSDILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSOLITES AND 1255HPSP. N.G. FIZW 5_ 4 tX tb Q L"S'$ O SIGNED. 02/17/2016 MssoWINDOWMARKETS ESTARKED DOORS `\\\ J` 0111111/j// 1EET GRATZ, PA 17030-0370 ` ,••GENSF SERIES 3500 FIXED WINDOW _ *•• 0y6? 6 96" X 60" NON -IMPACT g4tGVY[rT= NOTES _BTATF OF a., I 08-02859 NTS DAlE 02/04/16 1 SHEET1 OF 3 2' 1 FI HI SERIES 3500 FIXED WINDOW 2 MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING 50.W-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92' X 56" 2. (2) 1" X 1/8' WEEPSLOT AT 2' FROM EDGE OF SILL FACE CHART #1 Height CHART 11 NUMBER ANCHORS I REV I OEscmp N I DATE I NfRmm t J::Z.1i'f1 t qr-x i D 81.A . SIGNED. 0211712016 DOORSMssoIWDOWESTM 96- MAX. FRAME WIDTH 1R .1L/0 MAX 10' MAX O.C. 2" MAX SERIES 3500 FIXED WINDOW 0 96" X 60" NON–IMPACT-kELEVATIONPOpATtumF" 2^ J 08– X022859 7S ONA scut DATENTS 02/04/16 2 OF 3 11rG 1\ 10' MAX O.C. AX AME ICHT SEI FOI 111 OFOF SERIES 3500 FIXED WINDOW 2 MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING 50.W-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92' X 56" 2. (2) 1" X 1/8' WEEPSLOT AT 2' FROM EDGE OF SILL FACE CHART #1 Height CHART 11 NUMBER ANCHORS I REV I OEscmp N I DATE I NfRmm t J::Z.1i'f1 t qr-x i D 81.A . SIGNED. 0211712016 DOORSMssoIWDOWESTM 1R .1L/0 RNED EET GRATZ, PA 17030-0370 J`g v•GEN,p.9+ SERIES 3500 FIXED WINDOW 0 96" X 60" NON–IMPACT-kELEVATIONPOpATtumF" 08– X022859 7S ONA scut DATENTS 02/04/16 2 OF 3 11rG 1\ APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8' MIN EDGE DISTANCE EXTERIOR 3/8' MIN EDGE DISTANCE 6 WOOD SCREW APPROVED ANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 1/4' MAX SHIM SPACE WOOD FRAMING BY OTHERS 86 WOOD SCREW 114" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8' MIN EDGE DISTANCE 1/4' MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION aLVISIaK I Kv I DLSCxw,nr I n„E I APPWfio NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED MACCORDANCEWJINAS7ME2I12, Yr L BY OTHERS b i SIGNED: 02/17/2016 M650 IWDOWMARKETD SDTREoETs LD? 19/ GRATZ, PA 17030-0370 v•CEN,p'J+ SERIES 3500 FIXED WINDOW*M-.A 6X60" NON -IMPACT FININ INSTALLATION DETAILS 0OF tv aura one w. 08-02859 st" NTS IOA7E 02/04/16 1 sca3 OF 3 1/23/2018 Florida Building Code Online Professional - 1 r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications FSC Staff I SCIS Site Map I Unks I Search I Florida m Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust Search Criteria Code Version 2017 FL* 15332.9 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 Sag Mh QaeuRe . Annileafinne E6# Tvee Manufacturer Validated By Status FL15332- Revision MI Windows and Doors Steven M. Urich, Approved 4 FL*: FL15332.9 PE History Model: SERIES 430/440 REINFORCED ALUMINUM SGD 717) 317-8454 Description: SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies nppruveu uy worm nppruvms vy worn snoe ue revreweu ang muneg uy me r%m ano/or me wmml slun it necessary. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :; Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(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 emall 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 dice. Product Approval Accepts: 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. '.X 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—TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 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 EOUAL 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 110 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 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 1/8• THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS I rAs"l my I otsu"^aw I nkU I AMOVIM A I ADDED CHARTS 03/06/12 1 R.L. B REVISED PER NEW TESTING 10/15/11 JR.L C ADDED FLANGE INSTALLATIONS 12/05/13 R.L D REVISED INSTA11AT1oN DETNLS 06/0.5/15 ILL S a> 2- SIGNED: 10/27/2015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 iu IrtJS,.. D4j GEN p'9Si/i t' SERIES 430/440 XIX SGD 143" x 96"REINFORCED B°NNOTESG-q TATE OF - : D08-005: ter 130E d/ Si NA;i aG` srx °` NTS 02/23/09 9 IL MAX T" L 17, MAX O.C. 96" - MAX FRAME HEIGHT f i L 6" MAIL 143' MAX FRAME WIDTH 6" MAX SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RA77MG IMPACT RATING 140.OPSF NONE SEE CHARTS i1 AND 02 FOR OTHER UNITS RATINGS Design pressure chart (ps0 REVISIoon Sigb Panty end Tote) Fralte Mth (n) Hwt 30 0 1 36.0 42.0 1 47.7 REV DESCFaKM DAT[ APFRDM 0 60.0 40.0 57.9 40.0 520 40.040.040. 40. A ADDED CHARTS 03/06/12 R.L. 0 1. 1 -45t 423 B REVISED PER NEW TESTING 10/15/13 R.L. 50.8 59.6 61. 1. 4 1 C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 1 40.0 40.0 0 REVISED INSTALLATION DETAILS 08/05/15 R.E. CHART/T 9 a A 8 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED 9 9 SEE NOTE 9 SHEET 1 Design pressure chart (ps0 Frarre Sigb Panty end Tote) Fralte Mth (n) Hwt 30 0 1 36.0 42.0 1 47.7 n) 90.D0 106-00 126.00 14.00 Pos Nag Pas I Nag Pot I Meg Potag MO 0 60.0 40.0 57.9 40.0 520 40.040.040. 40. 80.0 40.0 60.0 1 40.0 1 64.6 40.0 45.0 920 0 1. 1 -45t 423 9 0 40.0 .6 .0 49.0 40.0 43.7 40.0 40.0 CHAATI2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design ressure Chant (ps0 Sff b Panel Tout Frarm Vddtb In) 0 36.0 420 47.7r90.00 10940 126.00 Pot Neg Pos Nag Pot Nag 14.00 Pot Meg 30.0 1 36.0 42.0 1 80.0 60.0 57.9 67.9 520 520 46.0 46.0 90.0 1 106.0 126.0 H&S J*mb H&S Jamb H&S Jamb 60.0 60.0 St .6 46 94 8 0 45.0 6 50.8 59.6 61. 1. 4 1 429 3 96.0 OM5 1 5&5 1 49.0 1 49.0 .4&7 43.7 1 40.0 40.0 CHART n1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96' REINFORCED ELEVATIONS DRW.D ORD R9. F.A. 08-00503 sruc NTS 4"t 02/23/09 ISHW2 OF 9 SIGNED: 10/2712016 r 1\' %G £ N S '19 i' p TATE OF .-wQr- I Numbero/anchor locarlonsrsqulreJ Frarro Svos Panel end Total ft" Vddlh (In) ftht 30.0 1 36.0 42.0 1 47.7 N) 90.0 1 106.0 126.0 H&S J*mb H&S Jamb H&S Jamb 14.0 H&S lamb BI -0 6 8 a a 6 9 6 96.0 8 6 7 a a 6 9 6 920 B 6 7 6 a 6 9 a A 8 6 7 9 a 6 9 9 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96' REINFORCED ELEVATIONS DRW.D ORD R9. F.A. 08-00503 sruc NTS 4"t 02/23/09 ISHW2 OF 9 SIGNED: 10/2712016 r 1\' %G £ N S '19 i' p TATE OF .-wQr- I 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EM9EQMENT BY OTHERS MAX. SHIM 10 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11 II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOACLARITI: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRHAST U E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE j10 WOOD SCREW BE SET IN F APPROVED MIN, TENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE IE I oNs xn ersuaPlrou DAZE APPRVAM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED A—GE INSTALLATIONS 12/08/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 1 R.L. JAMB INSTALLATION DETAIL DOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS MAWW OIC IOD. F.A. 08-00503 soot NTS jooh 02/23/09 gKS3 OF 9 SIGNED: 10/272015 F IW CONCRETE/ MASONRY BY OTHERS OPPONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 3/16' TAPCON 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1 3/16' TAPCON CONCRET EXTERIOR I I I I I I I I I I I I INTERIOR ES OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT e: VER77CAL CROSS SECTION CONCRE7HMASONRYDJS7ALLA77ON2 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRE E MASONRY INSTALLATION NOTES PrAso S 1. WERIOR AND &7ER10R FINISHES, BY OTHERS, RLv DEURRION WE APPW 4M A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED FLANGE WSTALLATIDNS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 06/05/15 R.L JAMB INSTALLATION DETAIL CONCRE E MASONRY INSTALLATION NOTES 1. WERIOR AND &7ER10R FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JONT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWITHASTA1E2112 s 21 Lr L SIGNED: 10/2712015 MI WINDOWS soD DOORSLLC 5 R I I`/0( PARKWAY FLOWER MOUND, TX 75028 uKEl CEfV,p:941 SERIES 430/440 XIX SGD p 1t 143" 96" REINFORCEDFRAMEINSTALLATIONDETAILS TAT OF OF•'PORIOP•* oPAna No, P:v71E?O` OBT530F D i NA111I1sriutNTSatE02/23/09 9 1/2" DISMIN. EDGE TANCE oEsratmnoN DATE APPRMU A ADDED CHURTS 03/06/12 R.L. B KMSED PER NEW TESTING 10/15/13 R.L. OOD FRAMING 3/8" MIN. EMBEQMENT C ADDED FLWGE INSTALLATIONS 12/06/13 R.L OR 2X BUCK D On"S" INSTALU11pFR DETAILS 06/OS/15 R.! BY OTHERS 1 3/8' MIN. 1/4" MAX. EMBEDMENT SHIM SPACErSHIMSHIM SPACE O1/2" MIN. 1NTERIDR f10 WOOD EDGE DISTANCE SCREW I El EXTERIOR I INTERIOR gill[ 010 WOOD SCREW 10 WOOD ! DSCREWSILLTOBESETIN A BED OF APPROVED SEALANT WOOD FRAMING EXTERIOROR2XBUCK BY OTHERS WOOD FRAMING JAMB INSTALLA77ON DETAIL OR 2X BUCK WOOD FRAMING ORZX8UCKINSTALL47ION BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VER77CAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 S SIGNED: 1012712015 MI90oD DOORS LLC 10LAKESIDE FLOWER MOUND, TX 75028 J•GENSF.9 i NOTES: SERIES 430/440 XIX SGD 0 T. INTERIOR AND EY7ERIOR FINISHES, BY OTHERS. 143" x 96" REINFORCED NOTSHOWNFORMARITY. FLANGE INSTALLATION DETAILS 6 AT OF a E PERIMETERAND JOIN'T SEAL4Nr BY aures mrc w 0OES ECCOROANCEWTiNASTME2EAS112BE Itly tov, OB D A' G\`` txuca1c LO Of503 NTS 02/23/09 6 OF 9\\ 1 5/8' MIN. EDGE DIST. TRIM 1NTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP EXTERIOR 1 1/4' MIN. EMBEDMENT r 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED HOOK STRIP INSTALLATION MASONRYAGONCRETE INTERIOR TRIM HOOK STRIP PANEL INTERLOCK METAL STRUCTURE BY OTHERS TRIM - INTERIOR HOOK STRIP 3/4" MIN. EDGE DISTANCE 110 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT 10 WOOD SCREW EXTERIOR -'— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK411000 FRAMING NOTES., 1.INTERIORANDEKTERIORRMSHES BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALWT BYOT hTAS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN. TMC Nq F.A. 08-00503 W-lIE NTS "TE 02/23/06 IWWCI Ar 4 SIGNED: 10/27/2015 C,ENBF iP Tee 0 '6 OR ` ONA j1F`` REYKLNS REV DESCRIPTION DA1i APPRaM A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 3/4" MIN. EDGE DISTANCE 110 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT 10 WOOD SCREW EXTERIOR -'— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK411000 FRAMING NOTES., 1.INTERIORANDEKTERIORRMSHES BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALWT BYOT hTAS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN. TMC Nq F.A. 08-00503 W-lIE NTS "TE 02/23/06 IWWCI Ar 4 SIGNED: 10/27/2015 C,ENBF iP Tee 0 '6 OR ` ONA j1F`` 1/23/2018 Florida Building Code Online Professional Regulation r SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats IS Facts I Publications I FBC Staff I SCIS Site Map I Unks I Search I Florida d Ko -w% r m Product Approval r 1 USER: Public User 1fr..i ryuv Product Approval Menu > Product or Application Search > Application Ust Search Criteria 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 Caarr-h Qamrlee . Annlieatinne ELI Tyoe Manufacturer Validated By Stat lsi 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 Pp-- Py uorK. MPProreis oy uorn snap oe Tev,eweo ano raoneo oy the rut. ano/or ole t amTmssion IT necessary. Contact Us :; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick h=. Product Approval Accepts: Credit Card Safe hftps:/Avww.floridabuilding.org/pr/pr_appjstaspx 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 TIIC 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 SHALL 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 MULUON RA11NG FOR PRODUCT IN STEP 2. MULLION RATING MUST DE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - WI + W2 2 xEv otsc rim I art I ArPRMD A I REVISED INSTALLATION MEWLS 1 08/07/15 1 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 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 N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CUP 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 NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS rLl t7'sb41 2 - MIMI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES WAW 7ra V.L. 08-01445 WA'E NTS art 01/11/12 1 sws1 OF 3 SIGNED. 08)D7/2015 R Il i/ 77j/ i r••GENSF9iP T OF ; tu:z i•0 FZORlO •G 107 3/8' COMBINED WIDTH W1 - W2 1FRAME HEIGHT hi fmW MULLION SPAN) 107 3/8" T OMBINED WIDTH W, mBLwFRAME HEIGHT WINDOW MULLION SPAN) L WI W2 107 3/8' COMBINED WIDTH 107 3/8' COMBINED WIDTH Mullion span fin) TrlAularywldlh(in) 1&13 2150 X001410014&00 5213 F_ w2 37.38 4163 120.7 41.34973.8 72.1 72.0 6200 81. w, WIN/DOW 7100 FRAMEHEIGHT W WINh MULLION SPA"' 1 1 1 WI W2 107 3/8' COMBINED WIDTH Fl HI MI S 107 3/8' T OMBINED WIDTHjW1 -r- W26Lw1FRAMEWINDOW HEIGHT MULLION SPAN) L Design pressure rating (PM) Units anchored Into wood framing Mullion span fin) TrlAularywldlh(in) 1&13 2150 X001410014&00 5213 2&00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 12 7. 0 1105. 0 127.0 4163 120.7 41.34973.8 72.1 72.0 6200 92.4 70.6 58.0 51.6 4&8 47.4 6163 88.5 65.8 61.7 47.3 44.4 43.0 7100 77.8 58.7 45.8 41.4 38.537.0 61.00 82.1 45.0 331 28.1 28.3 247 Fl HI MI S 107 3/8' T OMBINED WIDTHjW1 -r- W26Lw1FRAMEWINDOW HEIGHT MULLION SPAN) L FI HI MI S APPROVED CONFIGURATIONS MULTIPLE UNIIS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073V AS SHOWN HEREIN Design pressure -dng (pso Units anchored Into mason /concrete COMBINED WIDTH 2&00 130.0 130.0 130.0 130.0 130.0 130.0 wt w2 130.0 130.0 130.0 130.0 130.0 130.0 0 WINDOW J IGHT WINDO/// 729 65.5 60.6 58.2 Lam) N 54.0 481 44.0 420im61-00 33 1 29.1 28.3 24.9 wt--w2 107 3/8' FI HI MI S APPROVED CONFIGURATIONS MULTIPLE UNIIS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073V AS SHOWN HEREIN Design pressure -dng (pso Units anchored Into mason /concrete Mullion TdAularywd n Wan (In) 1&13 2&5013&00 410014&0015213 2&00 130.0 130.0 130.0 130.0 130.0 130.0 37.36 ' 130.0 130.0 130.0 130.0 130.0 130.0 4183 130.0 130.0 130.0 130.0 130.0 130.0 6200 87.8 T9.3 73.9 71.5 6&63 729 65.5 60.6 58.2 7200 54.0 481 44.0 420im61-00 33 1 29.1 28.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL A WIND ZONE 9 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE RLVI90N3 REV OiStl®IION OAl[ APPaOJ[D A REVISED INSTALLATION DETNLS 08/07/15 1 R.L. 107 3/8' COMBINED WIDTH n- 1' S -So( -I . 2 - MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS IEV la V.L. I W. DOC 08-01445 IRA I sc" NTS 10111E 01/11/12 s"E`2 OF 3 SIGNED: 0"7/2015 q 0 B* pt OF .•_t r- w, -' wz I' W J WINDOWAME IGHT KWOO% WwDW IL 1 J 1 a W1 W2 107 3/8' n- 1' S -So( -I . 2 - MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS IEVla V.L. I W. DOC 08-01445 IRA I sc" NTS 10111E 01/11/12 s"E`2 OF 3 SIGNED: 0"7/2015 q 0 B* pt OF .•_t 2 1/2" MIN 1' MIN EDGE DISTANCE SEPARATIONMASONRY/CONCRETE BY OTHERS a 1 1/4" n - MIN. EMBEDMENT T I I J J 1/4' TAPCON SECT5796 CUP SECT M-1926 MULLION SECT5796 CUP 10 WOOD SCREW I 1 3/ MIN. EMBEDMENT 1/2" MIN - WOOD FRAMING/ EDGE DISTANCE 2X BUCK BY VERTICAL CROSS SECTION OTHERS MASONRYA:ONCRETEAND WOOD FRAMING INSTALLATION 3 3/4' 1 " 3/.8. 348 2" L 7/8' 2X SECT5796 CUP 01/4' FOR CONCRETEINSTALLAT)ON ALUMINUM 6W343. L251 THICK 3 3/4" 2 1/4" F 3/8" 1_ 7/8" 1 -- LPRI 1•— 2X 01/4" L 7/8' 1 1/2- -F-- I IIM570/15 DLSCRFI N RAIL I APPRMD REVISED INSTALLATION DETAILS 1 08/07/15 1 R.L. B' SECT5796 CLIP MTWO022 CLIP FOR WOOD FRAMING INSTALLATION 16GA (.063'1 GALVANIZED STEEL ALUMINUM 6069-T3.125' THICK 2 3/4" SECT M-1926 MULLION ALUMINUM 60G9 -T5.125' THICK SECT5796 OR MT0000PCLIP SECT5796 OR MT000022 CUP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS mow. DMD Ma V.L. 1 08-01445 sfuc NTS D"'E 01/11/12 ISHED3 OF 3 SIGNED: 0&/07/2015 N J\ I91R11L/o/ l,,/ 9 v,•0 E N9F ,r,P E OF •t Florida Building Code Online Page 1 of 3 SCIS Home I Log In I User Registration j Hot Topics I Submit Surcharge I Stats 6 Facts I Publications FBC Staff SCIS Site Map Unks Search I I110 r ' Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Aoollation List > Application Detail Fl-# FI -1508040 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archlved 0 Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@W INDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN®W INDSORDOOR. 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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOHN 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 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard Year DASMA 108 2012 DASMA 115 2012 Method 1 Option D https://www.floridabuilding.orglpr/pr_app_dtl.aspx?parwn=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Summary of Products Page 2 of 3 FL it IModel, 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.Ddf Approved for use outside HVHZ: Yes FLIS080 R3 II 99AO75 Locklnstall s.pdf Impact Resistant: No F115080 R3 II 99B079-revB s.pdf 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 FLIS080 R3 AE Eval Report ResPan r2 s.odf 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 ]ambAttach s.Ddf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 Locklnstall s.Ddf Impact Resistant: No FLIS080 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 Parry: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FLIS080 R3 AE Eval Report 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 11 99A061-revF JambAttach s.Ddf Approved for use outside HVHZ: Yes FLIS080 R3 II 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 II 99B081-revC s.odf 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 FLIS080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Parry: 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 lambAttach s.Ddf Approved for use outside HVHZ: Yes FLIS080 R3 II 99AO75 Lockinstall' s.Ddf Impact Resistant: No FLIS080 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 FLIS080 R3 II 99A061-revF JambAttach s.Ddf Approved for use outside HVHZ: Yes FLIS080 R3 II 99AO75 Locklnstall s.Ddf Impact Resistant: No 1`1-15080 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 Eval Report ResPan r2 s.Ddf 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 EL15080 R3 11 99A061-revF JambAttach s.odf Approved for use outside HVHZ: Yes 171-15080 R3 11 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 II 99B084-revB 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 Eval Report ResPan r2 s.Ddf Created by Independent Third Party: Yes 15080.7 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online 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 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. Page 3 of 3 Installation Instructions FL15080 R3 11 99B095-revA s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Parry: Yes Evaluation Reports Created by Independent Third Parry: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.Ddf FL15080 R3 II 99AO75 Locklnstall s.Ddf FLI5080 R3 II 998096-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.Ddf Created by Independent Third Party: Yes Barb Neuf 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 :: AgML tblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(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. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick bio. Product Approval Accepts: rm® https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 2' CALV. STEEL HORIZONTAL TRACK. 18 GAGE OR 11 CAGE BASED ON DOOR SIZE OESIC PRESS= TEST PRESSURE THE WEIGHT OF THE DOOR. 9'-0"7'-0"+22.9-26.4 USE1/4' XXEXTRA4' HEX HEAD SELF 3/4' X 1-1/2' X 13 GAGE MIN. DRILLING SQROV 1/4' X 1/2' LONG CARRIAGE DOLT t HUT GALV. STEEL HORIZONTAL ANGLE B'-0" +19.2 1-22.2 13 GAGE GALV. STEEL TRACK SPLICE OR MO BRACKET. FASTEN TO WOOD t()) USEEA2LEIY4 SCREWS. JAMBSJAMIBS WITH 5/16' X 1-1/2' UO SCREWS. DETAIL D 2' CALV. STEEL VERT" TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS 18" (9 X 7). 180A. (9 X 8). 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DEFAIL D) 2' ROLLER WITH 7/16' DA. STEM. TIRE: NYLON OR 7 BALL STEEL (9 X 7). 2' ROLLER WITH 7/15- DIA STEN. TIRE: 7 BALL STEEL (9 % B). OPTIONAL LDCK--/ NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH J TRACKS ON WITH EXTENSION SPRINGS). 3' 20GA SEE DETAIL A) 42 I GALV. STEEL END HINGE COMMERCIAL OPENING HEIGHT61' 9 X B) ATTACHED WITH 5 FASTENERS. N OROH HT) 14 GACE. (SEE DETAIL C). GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4' LONG HDC HEAD SELF 2 BRACKETS UCH SIDE) DRILLING SCREWS. COMMfRCIAL (9 % 7) (2 PER VERTICAL STILE) x 7) LLEEAAF.IS ( EDTON c)) 8) 1 2 POLYSTYRENE OTHER STRUTS IN M10DLE 3 BRACKETS UCH SIDE) INSULATION STANDARD OF 70P 6 BOTTOM SECTIONS. COMMERCIAL (9 X 8) FOR MODEL 735 POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730 20 GAGE END STILES - FASTENED WITH 750, 755, 426. TOC-L-LOCS TO PANEL USE END CAP OVER fND STILES ON 9 X B. 21' OR 24' SEE DETAIL C. HIGH PANEL SLOP MOULDING HALED EVERY 12' CALV. AND 6-o TWE MAIL MON. PREPAINTED STEEL 25 GAGE ALL MODE3.513 GME GALV. STEEL BOTTOM BRACKETEXCEPT24GAGE ATTACHED WITH 2 FASTENERSMODEL750, 755 BOTTOM SCREW CAN BE ABOVE OR 2 J BELOW ROLLER. r LAG SCREW - 5/16' X 1-1/2' SECTION B-8 20 CAGE GALV. STEEL CENTER STILE TOC -L -LOC OR POP RIVETED TO PANEL 10CK. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE_ 16 CACE CALV. (ST)EEL CENTER/HINGE RESIDENTIAL SECTION A -A LAG SCREWS. PREPAARRATIONTO WOODDJIM BY OTHERS.S WITH X 1-1/2 HEX FASTENED HEAD SHEEY4itE1'AL SCREWS. P.S.F. TABLE DOOR SIZE OESIC PRESS= TEST PRESSURE WIDTH HD11IT POSITIVE NEGTNE POSITIVE NMk WE 9'-0"7'-0"+22.9-26.4 34.41-39.r3 9'-0" B'-0" +19.2 1-22.2 NOTE:ALL1/ NON -X TO BE 5/6' HDC BOLTS h NUTS OR 1/4' X 3/4' LONG HDC HEAD SHEET METAL SCREWS. Dlgitally signed by John E Scates, PL Date: 2015.04.14 19:23 -05'00' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED N THE TABLE ABOVE VA TESTING TO AMSI/DASMA 168-05 DETERMINATION OF SUITABLTY FOR SPECIFC SITES IS THE RESPONSIBILITY OF OTHERS. 1 C II l 1BI1T r -W— SINGLE CA 4' X 16' AIR VENTS 2 REO'D. (80 S0. INCH MIN. TOTAL OPEN 7' OR 8' CENTER STILES AND HINGE 1 COLUMN 3' 1 LEE ONE EXTRA SELF DRWHO SCREW THROUGH TOP LEAF Of HINGE, 2.75' END DETAIL A 20 GAGE END STILES 3' 20GA WIDE STRUT O1 z20 GAGEENDCAP USED ON _ 9 Y e OOOR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC DETAIL C 9 X % 9 X 8 P.O. BOW 8915 SOR 111"R 722 9-8915 AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR RLB TOLERANCE Wi B RLB A°'*? 5 NEXT LEVEL 11at07 DWG. NO. RLB - - 99-8-079 E.C.N. I DATE: I APPROV. 3/4• X 1-1/2' X 13 GAGE WN. 1/4' x 1/2• LONG GALV. STEEL HORIZONTAL ANGLE. USE EXTRA CARRIAGE SOLT t NUT 1/4• X 3/4• HEX HEAD SELF tt)) // DRILLING SCREW SHEET2L1fUL•SCREVES• n IALV. STEEL HORIZONTAL 7( 16 GAGE OR 13 GAGE D ON THE WEIGHT fHE DOOR. 63" (16 X 7) 74" (16 X 8) 42" (16 X 7) 50• (16 x 8) 21' (16 X 7) BRACKETS EACH SIDE 24• (16 X 8) 3 S. 20 GAGE END STILES - FASTENED WITH TOC -I -LOPS TO PANEL USE END CAP OVER END STILES. ( SEE DETAL C) STOP MOULDINC NAILED EVERY Y• 8-0 TWE HAIL WN. T SECTION B -B IN1DCACOMMERCIALCA. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMES WITH 5/16' X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY 0THEAS. P.S.F. 1AYE 13 LACE STEEL TRACK WIDTH NO" P09TK NE00WE P06TME NEGATIVE 16'-0" SPLICE R FLAG BRACKET, 20.9 +28.1 31.2 FASTEN TO WOOD JAMB o" +18.7 20.8 1+2a.1 WITH 5/16' X 1 -1/2 - ON BOTTOM BRACKET LAO SCREWS 2' CALV. STEEL WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 CAL TRACK TOLERANCE Wl B VERA RLB t 1/64. DEG. t .015 NEXT LEVEL BOLTED 70 DWG. NO. 04 RLB TRACK BRACKETS 11 1 07 99-B-079 WITH 1 4' -20 x APPROV. SCALE PLOT SCALE 5/6' K BOLTS. SHT 2 OF 3 OPENING BH HEIGHT 04 DOOM R HEIGHT) 03 3/4• X 1-1/2' X 13 GAGE WN. 1/4' x 1/2• LONG GALV. STEEL HORIZONTAL ANGLE. USE EXTRA CARRIAGE SOLT t NUT 1/4• X 3/4• HEX HEAD SELF tt)) // DRILLING SCREW SHEET2L1fUL•SCREVES• n IALV. STEEL HORIZONTAL 7( 16 GAGE OR 13 GAGE D ON THE WEIGHT fHE DOOR. 63" (16 X 7) 74" (16 X 8) 42" (16 X 7) 50• (16 x 8) 21' (16 X 7) BRACKETS EACH SIDE 24• (16 X 8) 3 S. 20 GAGE END STILES - FASTENED WITH TOC -I -LOPS TO PANEL USE END CAP OVER END STILES. ( SEE DETAL C) STOP MOULDINC NAILED EVERY Y• 8-0 TWE HAIL WN. T SECTION B -B IN1DCACOMMERCIALCA. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMES WITH 5/16' X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY 0THEAS. P.S.F. 1AYE WOR S121 I DESKW PRESSURE I TEST PRESSURE WIDTH NO" P09TK NE00WE P06TME NEGATIVE 16'-0" T-0'+18.7 20.9 +28.1 31.2 16'-0" o" +18.7 20.8 1+2a.1 31.2 DETAIL D 16 CAGE CALV. STEEL 5 STRUTS — TOP BRACKET WITH 14 3' 200A WIDE (16 % CAGE ROLLER HOLDER 3" IBCA WIDE (16 % SEE DETAL D. (SEF OCTAL A), 2• ROLLER WITH 7/16'ST DIA. STEM. 7)7 BALL SHORT STEM X B 10 BALL LONG STEN 5 OPTIEO' RNALL LOCK —/ SERINOVER HNC[[ R LEAF. (SEE DETAIL B). GALV. STEEL 14 GAGE) COMMERCIAL END MINCE ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1/4• X 3 4' LONG HEX HEAb SELF DRILLING SCREW 2 PER VERTICAL STILE) 1 /2 POLYSTYRENE INSUlA710N STRUT ON UPPER PART OF STANDARD FOR SECTIOVER HINGE MODEL 735.E LEAF.CVSEE OCTAL B). MODELS EXCEPT 24 GAGE MODEL 750. 755 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16' X 1-1/2• FASTENERS. BOTTOM CAN OVE SECTION A—A RREW BELOW ROLLER. 20 CAGE GALV. STEEL CENTER STILE TOC -L -LOC R 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 5/6• HEX BOLTS k NUTS R 1/4 X 3/4• LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON TINS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LX -PE 553M -F -22D. LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASUA 108-05. 72 49 7 8800 DETERMINATION OF SUITABLITY FOR SPECIFIC SITES IS THE RESPONSIBLITY OF OTHERS. Prol••dmnl En0lnwi uW p10YWW o* fp wn1,= 1WlootleoMruellonOdoDi f W. 51737 4 STATE OF i4tF p tAOR%ot'DiV/ ir . 810 (( \\;\\` USE ONE EXTRA SELF DRILUNC SCREW THROUGH TDP LEAF OF HINGE, END STILE k RAIL TWILL. FOR EACH OPTIONAL SSB GLASS LIGHTS CONSTRUCTION STRUTS 7' R 8' GR) OPTIONAL EUN SµESEL CENTER STILES (g COLUMNS CENTER HINGES j3 COLUMN 3. 11 I-- 2.75' —1 DETAIL A 3' 20GA WADE STRUT (16 X 7) 3" 18GA WADE STRUT (16 X B 20 CACE END STILE 20 GAGE END CAP 0 DETAIL C NuiE DOOR MNUSTLEBE INSTALLED 1 1 DETAIL B A LOON C CAC E0 S 6 / / SPPoNCS). 000 NOTE: GLAZING DOES U07 SATISFY IMPACT ^ 1 ` , ^ f DEBRIS REQUIREMENTS IN FBC lV X Vx P. O. BOX 8915 ROCK. AR SOR DOOR 17U2219-8915 501) 562-1872 MODELS: 1- 3/6• POLYSTYRENE 21• R 24• HIGH INSULATION OPTIONAL FOR MOD. 724. 730, PANEL GALV. AND 755, 42& PREPAINTED STEEL750, 25 CACP ALLF",Smtfl ON BOTTOM BRACKET MODELSEXCEPT24 GAGE MODEL 750. 755 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16' X 1-1/2• FASTENERS. BOTTOM CAN OVE SECTION A—A RREW BELOW ROLLER. 20 CAGE GALV. STEEL CENTER STILE TOC - L -LOC R 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 5/6• HEX BOLTS k NUTS R 1/ 4 X 3/4• LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON TINS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LX -PE 553M -F -22D. LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASUA 108-05. 72 49 7 8800 DETERMINATION OF SUITABLITY FOR SPECIFIC SITES IS THE RESPONSIBLITY OF OTHERS. Prol••dmnl En0lnwi uW p10YWW o* fp wn1,=1 WlootleoMruellonOdoDif W. 51737 4 STATE OF i4tF p tAOR%ot'DiV/ir . 810 (( \\;\\` USE ONE EXTRA SELF DRILUNC SCREW THROUGH TDP LEAF OF HINGE, END STILE k RAIL TWILL. FOR EACH OPTIONAL SSB GLASS LIGHTS CONSTRUCTION STRUTS 7' R 8' GR) OPTIONAL EUN SµESEL CENTER STILES ( g COLUMNS CENTER HINGES j3 COLUMN 3. 11 I-- 2. 75' —1 DETAIL A 3' 20GA WADE STRUT (16 X 7) 3" 18GA WADE STRUT (16 X B 20 CACE END STILE 20 GAGE END CAP 0 DETAIL C NuiE DOOR MNUSTLEBE INSTALLED 1 1 DETAIL B A LOON C CAC E0 S 6 / / SPPoNCS). 000 NOTE: GLAZING DOES U07 SATISFY IMPACT ^ 1 ` , ^ f DEBRIS REQUIREMENTS IN FBC lV X Vx P. O. BOX 8915 ROCK. AR SOR DOOR 17U2219-8915 501) 562- 1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 12/15/ 11 RLB TOLERANCE Wl B 2866 3/ 10/08 RLB t 1/64. DEG. t . 015 NEXT LEVEL DATE DWG. NO. 2848 11/ 1/07 RLB ANG. t 1' 11 1 07 99-B-079 E.C. N. I DATE: APPROV. SCALE PLOT SCALE DRV. BY SHT 2 OF 3 NONE BH 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, WIITTH 55TEN/ t6- x 1 1/28 LAO SCREWS — 2' GALV. STEEL VERTICAL TRACK 16GABOLTED TO TRACK BRACKET. 55/5, TRACK BO OPENINGHEIGHT DOOR HEIGIG DETAIL E 4 BRACKETS EACH SIDE 3/4' x 1-1/2' ( 3) 1/1' CAMLICE RdIS X 13 GAGE MN. GALV. STEEL HORIZONTAL ANGLE. 1/4' x 3/4' SHEET MEra EXTRA SCREWS 1• x 3/4' aR GALV. STEEL HORIZONTAL o t DK 16 GAGE OR 13 GAGE DETAIL D IED ON THE WEIGHT OF DOOR. DETAIL 'E' WRL IS TURNED DM. SEE DETAL D. STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH B 7/16' DIA LONG STEL TIRE: STEEL 10 BALL 1.25 - I•- OPTIONAL LOCK 83' (1B X 7) 74' (16 x 6) FF,- SIRUI ON UPPER PMT OF SE.. OVFIi T% 1 LFAF. ISfF D , B I— 2.75•—I GALV. STEEL (14 GAGE) COMMERCIAL END HINGE A ACHED DETAIL A Q WITH 6 FASTD4ERS. 3' 1A WIDE STRUT SE6GE DETAIL B 4' X 16' ABR VENTS 20 GAGE END STILES - FASTENED WITH TOC-L-LOCS TO PANEL USE END CAP EVER END STILES. ( SEE DETAIL C) STOP MOULDING HARED EVERY U' 6-0 TYPE NAL MW — _ I SECTION B—B - 13CADE GALV. STEEL WINDLOAD TRACK BRACKET . SEE FOR SPACING. FASTEN TD WOOD JAMBS WITH 516' K I. SCREW' t WASHERS PREPARATION Of JAMBS BY I SEE OCTAL V. P.S.F. TABLE DOOR SIZE OEM PRESSURE I TEST PRESSURE MBTH HICKTIPOSITIVE NECATK POSITIVE NECATIVE 18'-0" 7'—D" +18.7 —20.8 +28.1 —31.2 18'-0" 8'-0" +18.7 —20.8 +28.1 —31.2 2 OPTIONAL 558 GLASS LIGHTS gECTIp1QNOF 4 NCE OkHRWN. TOTAL OPEN 1/2' POLYSTYRENE LEAF• (SEE DEfNL B . AREA). OPTIONAL INSULATION y p spy STANDARD FOR SECTION ABOVE HINGE OF USE TWD EXTRA SELF DRILLING MODEL 735. LEAF SCREWS THROUGH HINGE LEAF. GALVANIZED STEEL END STILE & RAIL AS SHOWN. TYPICAL EACH END HINGE 20 GAGE GALV. STEEL CENTER STILE TOC -L -LOC OR POP RIVETED TO PANEL 18 DACE (.ALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEET METAL SCREWS. NOT[ ALL NON-DESCRIPrIVE FASTENERS SHOWN TO BE 1/4'-20 X S/6' HEX BOLTS h NUTS OR 1/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED M WITHSTAND THE PRESSURES IX -PE 26 _77w LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 106-05, 872 X-6500737PE DETERMINA71DW or SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBLITY OF OTHERS. P1oR.nb.d Englnw'...m provM.a oN7 Tor wMkaUoA Y10bod eelufiuetbn d.InW. E 84 V/// No. 61737 0 ' OF • i'`.STATE BIONIItt`\\\\ I DEBRIS REQUIREMENTS IN rBC CONSTRUCIION STRUTS 1 7' O1 8' B STILES (7 COLUMNS HINGES (3 COLUMNS) 20 DACE ENO STILES 16 GAGE END CAP Od DETAIL C NOTE: DOOR MUST BE INSTALLED WITH EITHER ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON BORS WITH EXTENSION SPRINGS). 8' X 7' 8' X 8' PLE ROCK. O. Box 8915 W SOR DOOR I7ITT2219 8915' AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR RLB TOLERANCE W1 8 RLB EC .i101es NEXT LEVEL OATS DWG. NO. RLB Mo : 1' t t t 07I 99—B-079 E.C.N. IE.C.N. I DATE: I APPROV. 2• WITH 1%4XF 3D/4• LONG HfX HEAD SELF DRAWING SCREW 2 PER VERTICAL STILE) no 1-3/6' POLYSTYRENE 21. OR 24' INSULATION OPTIONAL HIGH PANEL FOR MOD. 724. 730. GALV. AND 750. 755. 426. PREPAINTED STEEL 25 GAGE ALLJ==- STRUT IN MODLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755. 13 DACE OALV. STEEL O BRACKET AN ATTACHBOTTOEDED WIM 3 DETAIL B FASTENERS. BOTTOM LH. SCREW CAN BE ABOVE OR BELOW ROLLER. SECTION A—A NOTE: OLAZWG DOES NOT sATISrY IMPACT 20 GAGE GALV. STEEL CENTER STILE TOC -L -LOC OR POP RIVETED TO PANEL 18 DACE (.ALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEET METAL SCREWS. NOT[ ALL NON-DESCRIPrIVE FASTENERS SHOWN TO BE 1/4'-20 X S/6' HEX BOLTS h NUTS OR 1/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED M WITHSTAND THE PRESSURES IX -PE 26 _77w LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 106-05, 872 X-6500737PE DETERMINA71DW or SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBLITY OF OTHERS. P1oR.nb.d Englnw'...m provM.a oN7 Tor wMkaUoA Y10bod eelufiuetbn d.InW. E 84 V/// No. 61737 0 ' OF • i'`.STATE BIONIItt`\\\\ I DEBRIS REQUIREMENTS IN rBC CONSTRUCIION STRUTS 1 7' O1 8' B STILES (7 COLUMNS HINGES (3 COLUMNS) 20 DACE ENO STILES 16 GAGE END CAP Od DETAIL C NOTE: DOOR MUST BE INSTALLED WITH EITHER ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON BORS WITH EXTENSION SPRINGS). 8' X 7' 8' X 8' PLE ROCK. O. Box 8915 W SOR DOOR I7ITT2219 8915' AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR RLB TOLERANCE W1 8 RLB EC .i101es NEXT LEVEL OATS DWG. NO. RLB Mo : 1' t t t 07I 99—B-079 E.C.N. IE.C.N. I DATE: I APPROV. Lz' X 1-1/2' X BALEV. STEEL NORRONTAL A 2HDRIZONIAL TRACKCAW. ED ON USTEEL LACE BAS3VIE1GIf Of THE DOOR — 13 RAGE MIN. GALV. STEEL TRACK SPUCE DR NAF. Mk?V. FASTEN TO WOOD JAMB W1111 S/16• X 1-1/2' LAC SCREWS. - CNOT MRnM 2 BRACKETS EACH SIDE S' 20 GAGE END STILES - FASTENED WITH TOG -L -LOGS 10 PMNE1fe-D MOULpNC IWLED E'VERf 12'-. TYPE MAD MRL 1/4• X 1/2' LONG CMRMCE BOLT ! NUT USE EXTRA 1/4' X 3/4- ND( NEN) SELF SHET2YE7AL SCREWS 2• IBfA GLV. STEEL VERTICAL TRACK BOLTED 10 TRACK BRAC)(ETS WITH giS D X 5/0 TRACK DETAIL D 42- 2- 7 \ 10 CAGE CALV. STEEL CENTER W 20 GAGE GALV STEEL CENTER STILE 10 CAGE CALV. STEEL TRACK BRACKETS, SEE ABOVE SPACING. FASTEN 70 WOOD JAMBS WITH 5110' X 1 -1/2 - LAG SCREWS. PREPARATION OF JAMBS BY ODOM SECTION B—B F.s.r. TABLE I DOOR SIZE DESIGN PRESSURE I TEST PRMURT-- i WIDTH I HEXAIT PosmvE I NEGAIR I POSITIVE NEGA 9'-0 7'-0" +22.9 —26.4 +34.4 —39.6 2 - 1 POLYSTYRENE SOLATIONSTANDARD FOR YODEL 735 — 2• ROLLER WITH 7/16' DIA. SHORT STEM TRE: WON 14 GCE GALV. STEEL END MN6E5 ATTACHED WITH SCREWS TTP. (SEE DETAIL C). ON pE- 4E MAIL N SEE DETAL 4 X 18• AR VENTS' 2) REO'0. Ti6D SO. W. MRI. ANN MEA) NOTE. DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOO( MUST ENGAGE BOTH TRACKS ON WITH EXTENSION SPRMM). arfr& SECTIONS USE ONE EXTRA SEL DRIWNG WMMSOR DOOR SCREW THROI LW OF TINGE. END GLVM82ED Sim STRUT. STILES AND RAILS. ATIACHED WITH 1/4• X 3/4• TTP. PER EACH LONG HEX MEAD SELF END 11 I- DRAllNG SCRDRL W2 B 2 PER VERDCAL SIRE) S2MSECTION 1 1/4•-20 X 5/6• HEX BODUTS t WAS OR 1/4' X 3/4• LONC NEX HEAD SHEET META. SCREWS. DI91tally signed b)Qohn E Scates, P.E. Date: 201 S.04.14,ff4.4738 -0S'00' u DOORSLWEID IN lollE TABLEON NISADM RIM TESTINGHAVE TO ANSIEN I/DA.SMATE08-05. STAND THE PRESSURES ,^ 72E49 %Eo 4.,., DETERMINATION Of SURABBITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. PmTwionm 1" wrr Awl praioW Dory IW r4rifit4bw ainOboO eo641runion Wtolb. E.C.N. I DATE LPPROV U S INGN( I) CONSTRUCTION OPTIONALTS ANEL DA ES OPTIONAL LOCK e fa El 7' FUR) N ER (S O LUYN)ER will20 CAGE END STILES — WAIr6 qo. DETAIL 9 X 7 P.O. BOX 8915 LITLE ROCK. ARWMMSORDOOR 2, PANEL QALY. ANDINS POLYSTYRENE MODELS: 724, 426, 730, 735, 750, 755 PART NAME PREPAINTED STEEL WINDLOAD RESIDENTIAL PAN DOOR INS TON OPTIONAL W2 B 25 GA FOR ALL MODELS EXCEPT 24 C,L MODEL FOR MOD. M4 730, 750, 426 k 7115 3. 750, 735 13 ALOE CASTEEL BOTTOM BRACKET1 BOTTOMS WITHIN 2 FASTENERS BOTOMTsic CAN BE ABOVE OR T— TAIDETAIL A 3. 20CA MADE STRUT SECTION A—ANOTL CIAZINC DOES NOT SATISFY IMPACT DEBPoS REQUIREMENTS IN TBC NOTE- ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4•-20 X 5/6• HEX BODUTStWAS OR 1/4' X 3/4• LONC NEX HEAD SHEET META. SCREWS. DI91tally signed b)Qohn E Scates, P.E. Date: 201 S.04.14,ff4.4738 -0S'00' u DOORSLWEID IN lollE TABLEON NIS ADM RIM TESTINGHAVE TO ANSIEN I/DA.SMATE08-05. STAND THE PRESSURES ,^ 72E49 %Eo 4.,., DETERMINATION Of SURABBITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. PmTwionm 1" wrr Awl praioW Dory IW r4rifit4bw ainOboO eo641runion Wtolb. E.C.N. I DATE LPPROV U S INGN( I) CONSTRUCTION OPTIONALTS ANEL DA ES OPTIONAL LOCK e fa El 7' FUR) N ER (S O LUYN)ER will20 CAGE END STILES — WAIr6qo. DETAIL ELATE: DWG. NO. 2/27/07 99-8-090 SRN. BTBH SHEET 1 OF 6 9 X 7 P.O. BOX 8915 LITLE ROCK. ARWMMSORDOOR72229891S 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR W2 B ELATE: DWG. NO. 2/27/07 99-8-090 SRN. BTBH SHEET 1 OF 6 HEIGHTfNOEOVER 2• CALV. STEM 1/4' X 1/2' LONG ISGA GAIN. STEMHORIZONTALTRACKCARRIAGEBOLTMNUT L. f:AGC bt 17__fLiLtt( TOP BRACKET WITHHOLDER. ED ON THE wuun Dm 14W ROLLER PHONIER. 0 THE DOOR. 1/4• X 3/4' SEE DETAIL D. 1 FX HEAD ELF OIILLING SCNiEM 3/4' X 1-I,% X 13CAOE YIN. EE2) / GALV. STEEL ltORIZOWTAL ANGLE. u[ STEM. T 7/15• t3 GCE MIR CATV. STEEL CIA. SHOWIDJ. TRACK SPLICE OR FLAG BRACKET. TWE: 7 BALL SI[a FASTEN 70 AYSWOODJWITH 5/lex 1-1/2' LAG SCREWS I,cGA`. STEELK DETAIL Dd3nD 16W 1ECOMMERCIAL V. STEL END HINGE ATIACHED WITH S SCREWS. SEE DETAIL C. I I II 77• 3 RRAC EACH ALTERNATE COWMUC710N OUMSIDECOYNEACW 1 2' POlY5E11ENE I TION III STANDARD rOR L_ JIIF- rLlylU'fTf, MOM 7735 OAlVA1NRED STEEL ST g• A7IACHED WITH 1/4- XX 3/4- 0 GME END STILES - FASTENED VRH LOG -L -LOOS TO PANEL OPT044L LOCK LONG NEX HEAD SELF USE O® CAP OVER END STILES. SEE OETAL C) SOJGtF GTR) 2". VERTICAL STILE) S10P M0IBDDNG MARCO EVENT 12' CEMEA STILES t CENTER T-3POLYSTYRENE Ns mom oPT10NAl D TYPE KUL ION. 24' HIGH FOR MOD. 724. 730. 730. AGE END STILES PANEL SAW. 755, 42L AND PRE— PAINTED STEEL 25 W ALL 2. MODELS EXCEPT 24 W MODEL 750. 755. 13W GLV. STEEL IB GCE EUV. STEEL COMB HINGE SECTION O REW MLI-. ATTACHED WE11 4 FASTENERS BonoM BRACKET A71ACHED 87TH 2 FASTENERS. 20 CADE GLVSTEL CENTER STILE SECTION A—AATTACHWITH700 -L -LOC OR POP RNEIS 70 PANELS NOTE: ALL NON -DESCRIPTIVE FASTENERS SHORN TO BE 1/4'-20 K 3/6' HUOOL75 t NUTS OR 1/4' X 3/4' LONG HEX HEAD SHOT METAL SCREWS. 10 GME CAW. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN 10 WOOD J1MB5 WF S/16' X 1-1/2' tHERSLAGSCREWS. PREPARATION OF JAIJBS BY OPA&F. TABLE DOOR 512E Y ••' 1+.54.4 1— No. 51737 _ John wtOO i BTATEOF / rTtA21 FAMATE OR Oggjjj— TX q' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES TflEPE TABLE ADM VIA TESTIMC TO tlll— IM 108-05. IN THE µSITESWi4 OR. LISTED 1N; IOIN DC7LRYWAl10N O SIOTAliIL11Y FOR SPCCIFlC THE RESPONSIBILITY OF OTHERS PT eriuional c"Ir wtfcuien etNmooaeo .Ilion Zoft. I I— 1 5• 3• 1 3' 200A VADL SEE DETAIL A 273' DETAIL AA 3' 20G WIDE STRUT NOTE- DOOR MUSE RE INSTALLED WITH EITHERELECTRIC OPERATOR OR A LOCK IST ENGAGE BOTH TRACKS ON WITH E7OENSION SPRNM). X 16' AIR VENTS 2 REO 0. 6 50. DL DT IO EN AREA) RAILS 00 O L.H. USE ONE IXIRA SEIf D tLLD G SCREW THROUGH TDP LEAF OF !INCE, END STILL CAP ARID RAIL. TYPICAL EACH END HINGE RMIN07cGLAZINGDOE$ NOT SATISFY DIPACT 9 X HDCBRLSREMENTSINFBC P.o. Box 8915 lff WDMM§t DOOR 79-R809Ct K. AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: C[12/15 11 RLB WINDLOAD RESIDENTIAL PAN DOOR W2 8 E.C.N. I DATE 2 ATE: DWG. NO. 99-8-080 DRN61 BY SHEET 2 OF 6 ALTERNATE COWMUC710N r%%(2) STRUTS 11 ML LONGE PANEL E)ABOWES B 6. OPT044L LOCK SOJGtF GTR) CEMEA STILES t CENTER WETS (1 COLUI04) 20 GAGE END GP AGE END STILES DETAIL RMIN07cGLAZINGDOE$ NOT SATISFY DIPACT 9 X HDCBRLSREMENTSINFBC P.o. Box 8915 lff WDMM§t DOOR 79-R809Ct K. AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: C[12/15 11 RLB WINDLOAD RESIDENTIAL PAN DOOR W2 8 E.C.N. I DATE 2 ATE: DWG. NO. 99-8-080 DRN61 BY SHEET 2 OF 6 K% 1-1/2' % 130A1'E WN. STEEL HORIZONTAL ANGLE. 2' CALV. SIML 110WZONTAL TMCK 10 CM[ OR 17 CAGEBASEDONTHEWEIGHT OF THE DOOR 13 GAGE WIN. CALV. STETS TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' NAG SCREWS CME GLV. STEEL LL TRACK I I SQ DRAT C OPDJWC 1/4' X 1/2' L.ONO NHEIGHT T OVER VDOORHEIGHT) 43 (10 x I) 54' (t0 x 7) ja IN. MW. 3r36* 30' 07AL OPEN AREA) 0x7) STRUT ON UPPER PART OF 5' BELOW ROVESRR 20 CAGE END SALES - FASTENED SRM ON UPPER PARE OFWITH700 -L -LDCs TO PANEL. 2' ROLLER WITH 7/16' DLA LONG SILL. USE END CTP OWER END STILES TIRE• STEEL 10 BALL SEE OETAL B) GALV. STOP MOULDING HALED EVERY 9' — SEE DGTAIL C. 8-D TYPE NAIL MW. 2' N I 1.25' 3'20GY SEE OFFAL L -L I--- 2.75' DETAIL A 15 04C CALV'SM TOP BRACKET 1/4' X 1/2' L.ONO WITH 14 CAGE ROLLER HOLDER CARRROE DOLT k NUT USE EKTRA SEE DE AL D. 1/4- X 3/4' HEX HEAD SELF ja IN. MW. ORRLWC SCREW 07AL OPEN AREA) SMj2) 4' % J 4' HE1T NIFAL STRUT ON UPPER PART OF TTRACKSOSON DOORS WTRI EXTENSION BELOW ROVESRR REV. E.C.N. DATEATE SRM ON UPPER PARE OF 2' ROLLER WITH 7/16' DLA LONG SILL. TIRE• STEEL 10 BALL DETAIL D GALV. SEE DGTAIL C. O STRUT ON UPPER PMT OF 2' SECTION ON HINGE LEAF'. SEE DETAIL C. 14 GCE GLV STEEL END WNCE CIDMII CIALI ATTACHED WITH (5) DETAIL E SCREWS. SEE DETAIL C. 3 BRACKETS EACH SIDE 73 IIOOEl730. 756.. STRUT ON UPPER PART OF SECTION ON ImIGE LEAF. SEE DEATAIL G 2' N I 1.25' 3'20GY SEE OFFAL L -L I--- 2.75' DETAIL A I- I IV (SINGLE 3' 2001 WIDE SRM L 4' x 16' AIR VENTS REQ'D. NOTE: DOOR MUST BE INSTALLEDSEI. ja IN. MW. WITH EITHER M4 ELECTRIC OPERATOR 07AL OPEN AREA) OR A LACK (MUST EMCA" BOTH ANAL TTRACKSOSON DOORS WTRI EXTENSION 2810 3D REV. E.C.N. DATEATE SRM ON UPPER PARE OF USE ONE E%IRA SELF DRILLING SCAEM THROUGH 70P LEAF OF HINGE. END STILL k RAIL ruuea iaa No. 61737 = Is : 4 • 8TA7E OF i` p HIND HEX HEAD SELF DR UMC SCREWS. 2 PER VERTIGO SRIF) C 12/15/ B 2866 3 10 A 2848 2810 3D REV. E.C.N. DATEATE SRM ON UPPER PARE OF SECTION ON (ONCE LEAF. GALV. SEE DGTAIL C. HICK PANEL. MND PREPAINTED 1-3 8' POl1S1YIKNE INSULATIONNLATISiEEIvCAGEALL730. YODELS 7 IXCEPi24 750. , Y00. 73 IIOOEl730. 756.. STRUT ON BOTTOM BRACKET 1I CAGE GAIV. S1EQ CENTER 4 FHINCE 1 CNILAU , RESID ATTACHED VIM ASIDJEIM 20 CME CALV. SLED. CENTER STILE. ATTACHED 13 GAGEOALV. STEEL BOTTOM BRAD= DETAIL C WIM lOC-L-LOC OR POP RIVETS TO PANELS. ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABODE OR FATE: GLAZING DOES NOT SATISFY IMPACT GTS17CAGELV. STEEL TRACK BRACKESEE ABOVE SECTION A—A BELOW ROLLER. DEBRIS REOIWtEJENTS IM F'BC FOR SPACWC, FASTEN TO WOOD JAMBS WITH 5/18' K 1-1/2' LAG SCREWS k WASHERS. PREPARATION OF JAMBS BT OTHERS SEE DETAIL E SECTION B -B NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN 70 BE DOD P.S.F. 1/4'-20 % 5/B' HE% BOLTS k NUTS OR RESSURE 1W HEIGHT POS N W POS Ff.A 1/4' % 3/4' TONG HIX MUD SIICCf METAL SCREWS. 10'-0" 7'-0"+27.0 -30.5 +40.5 -45.8 10'-O" 8'-0" +27.0 -30.5 +40.5 45.8 J121 F Sm lE DEt. DOORS SHOWN ON THIS DRAWING HAVE BEEN DFNONSTRATED TD WITHSTAND THE PRESSURES 0 MA 108-05. pE °° W5 F-220 DETERMINATION LISTED IN THE TABLE GF SUR1IB BIMVIA TESTWO TO LTIY FOR SPEpFlC VSIT6 THE RESPONSIBILITY OF OTHERS. Laq+ E U36EngIn0 sow a NIMN00 coNuuuetbn aw"os. No. 61737 = Is : 4 • 8TA7E OF i` p C 12/15/ B 2866 3 10 A 2848 2810 3D REV. E.C.N. DATEATE 20OA DID ALTEIDJA CONSTRUCTION USING (2 STRUTS j LONG PANEL EMBDSSES 7* OR B OPTIONAL LACK ENTER SIS 4 HINGES coLUMFa) NOTE. IF OPTIONAL 4 OJBOSSES ARE SUPPLIED 3 COLUMNS OF CENTER dM ARE REQUIRED. 20 CAGE END SIXES w , DI DETAIL B 10 X 7 10 X 8 P.O. Box 8915 W W SOR 301"n72219-815 AR1(.501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B DATE: DWG. NEI. 2/27/07 99-B-080 DRI -W' SHEET 3 OF 6 CALV. STEEL/HDRIZOWTTAL AANGLE.1/4' X 1/2- LONG 2• GALV. STEEL CARRIAGE BOLT a NUT HORIZONTAL TRACK USE EXTRA 10 GAGE OR 13 GAGE 1/4* X 3/4' BASED ON THE WEIGHT HEX HEAD SELF OF THE DOOR DRILLING SCREW USE E2) 1/4' X 3/4- SHEE( AL SCREWS. 13 GAGE ION. CALV. STEEL TRACK SPLICE OR FLM BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2W SCREWS. 2. 18 GAGE CALV. STEEL VERTICAL TRACK BOLTED To TRACK BRACKETS WITH DETAIL D1/4--20 X S/B- TRACK BOLTS. 54• OPENING HEIGHTOVER DOORT HEMiiT) SEE DETAIL E x- DETAIL E 5. 3 BRACKETS EACH SIDE 1/2.POLYSTYRENE INSULATION STANDARD FOR MODEL 735—\ yrl r=r rNn cni re - r enurn 1 BGA. GALV. STEEL TOP BRACKET WITH 14GA ROLLER HOLDER SEE DETAIL D. 1/4'X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) STRUT JUST BELOW TOP nXNRE. 2- ROLLER WITH 7/18• DIA LONG STEM, TIRE: STEEL 10 BAIL SEE DETAIL NTD WITH C. USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGF, TND STILE Q RAIL C DRILLING SCREWS 2 PER VERTICAL 9111.0 STRUT ON UPPER PART OF SECTION ON H4GE LEAF. SEE DETAIL C USE LONG STEL 10 BALL ROLLERS. STOP MOULDING MABiO EVERY 9' 'I IS+w"N 9-0 TYPE NAIL MIN. 21' HIGH PANEL. 1-3/8- POLYSTYRENE INSULATIONCALV. AND OPTIONAL FOR MOD. 724. 730. PREPAINTED STEEL 750, 755, 420. 25 GAGE FDR ALL 2- 2 4 GAGEDELS YODEL S711Uf ON BOliOM BRACKET 750, 765. IsfSGAL'E GALV. STEEL CENTER HINGE 20 GAGE CALV. STEEL DD IIAL. CENTER STILE 13 CAGE GALV. STEEL TRACK BRACKETS SEE ABOVE 13 GAGE GALV. STEEL BOTTOM BRACKET FOR SPACING FASTEN TO WOOD JAMBS WITH 5/19- X 1-1/2- AlTTACN WITH F ER5 LAG SCREWS A WASHERS. PREPARATION OF JAMBS BY OTHERS. DOWor OR SEE DETAIL L SECTION A -A BELOW ROLLER. SECTION B—B NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN 1D BE 11/4--20X 5/8/4•-ZO % 5/s• t1Dl BOLTS N! Nurs OR DOOR SHEEI DESIGN PRESSURE1/4- X 3/4' LONG HEX HEAD SHEET METAL SCREWS. 16'-0" 7'-0" +22.2 -25.0 +33.3 37.5 ` nNo. 51737 OF Nln States PE h SSS 3121 DOORS SHOWN ON THIS DRAWINO HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES orroltoR0Al- 75 7 A,•/cLOR,f;.O LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/OASMA 10e-05. ' B^'E_T737 O 22oJ /S8/ONi `, N 950 DETERMINATION OF SUITABILITY roR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. rialassional Engineer's seal Of lloo0 tsroLNCUWdkdv' o n Fdee toDs, 4REO'0, v 120 SO. IN. MIN. OPONAL. MEA) DETAIL C NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FOC CONSTRUCTION STRUTS LONG PANEL ' EMBOSSES 1s' I — OPTIDNAL LOCK NOTE. DOOR MUST BE INSIALLM WITH EITHER g41 ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE DOTH 20 CAGE ENO CAP TRACKS ON DOORS WITH EXTENSION SPPoNGS). 1--20 CAGE END STILES f — 1.25- 1 2.75- DETAIL A 3- IWA WIDE STRUT 116 X 711 W W DSOR DOOR Box s91s 2"2'19 ROCK. AR 7 501) 562-1872 MODELS: 724, 426, 730, 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL W2 B PAN DOOR 12/15/11 RLB 2866 3/10/08 RLB 2848 11/1/07 RLB ATE:DWG. NEXT LEVEL 2/27/07 PLOT SCALE DRNB. HI3Y NO. 2810 3-8-07 RLB99-B-080 E.C.N. DATE APPROV. NONLE SHEET 4 OF 6 3/4' X 1-1/2' X 13GAGE NDN. GALV. STEEL HORIZONTAL ANGLE 2' CALV. STEELALTRACK 1/4' % 1/2' LONG CARRIAGE BOLT A NUT USE EXTRA 1/4' % 16 C4E16CAGE OR 13 GAGEETCH D SHEXHEADSELF BASED ON THE WEIGM DRLLNG SCREW OF THE DOOR. a STRUTS STEEL SHEET21AE7AL SC 3 4 ACESPLICE OR F BRACKET. STRUT J BELOW IN TO WOOD JAM WON STRUT ON LONER PART OF SECTION S' % 1-1/2' IAD SCREWS. V. STEEL nCAL TRACK A DETAIL E OPENING how DOOR OVER 63' Hamm 37' DETAIL E 3 BRACKETS EACH SIDE S' 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL IS/ ES. USE END CAP OVER END SID19 SEE DETAIL B) STOP MOULDING NABiD EVERY 9' 6-D TYPE NAIL MIN. 16GOL GALV. STEEL 14 GAGE CALV. STEEL END MINCE REACHED WITH (6) TOP BRACKET WITH IS' (DOUBLE CAR) 4' X 16' AIR VENTS NPIAL4)) REO'0. SEL 7120 SO. IN. MIN. 14GOL ROLLER HOLDER. SCREWS. SEE DETAIL CC.. CC DETAIL D. a STRUTS 3' 3' WIDE STRUT J BELOW DE80A SEE TAd A) OPTIONAL LOC 2- ROLLER WITH 7/16' DIA SEE OCTAL LONG STEM. TIRE STEEL 10 BALL ALTERNATE UUSL40 (2) SSTRUTSCONFFRICTION DETAIL D 14 GAGE CALV. STEEL END MINCE REACHED WITH (6) 1.2s IS' (DOUBLE CAR) 4' X 16' AIR VENTS NPIAL4)) REO'0. SEL 7120 SO. IN. MIN. SECTION A—A SCREWS. SEE DETAIL CC.. CC p107E; AUL NON-OESCRIPME FASTENEIM SHOWN 10 BE 1/4•_20 X 5/6' HEX BOLTS Jc NUR ORLAGSCREWSfWASHERS. PREPARATKIN OF JAYBS BY OMERS 3' 1107AL OPEN AREA) OPTIONAL cc g)) LUMNCOLUMNSSEWOUNCES ((3) COLUMNS STRUT ON LONER PART OF SECTION PART NAME: 1 USE TWO EXTRA SELF 20 LACE END STILES 16'-0' 8,-0' +22.2 -25.0 +33.3 -37.5 ABOVE HINGE LEAF. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WTTHS7AND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING 70 ANSI/DASMA 108-05. t DRILLING SCREWS THROUGH ZO• 972 492-9500 TOP k BOT10M LEAVES OF A of STRUT ON UPPER 2.7V — SNTSI END STILE Q RAIL r,:. PART OF SECTION ON NAGEC3' SFE DETAIL C DETAIL A 1TYYPICALLEEACH END HDNGE. i18GAMADESTRUT 1/2' noNPaT GENEINsuu STANDARD FOR MODEL 735 T- 24' MCH PANEL. GALV. AND PREPAINTED STEEL. 23 GAGE ALL 1 MODELS EXCEPT 24 GAGE MODEL 2 750. 755. IS GAGE GALV. STEEL CENTER MNGE T ATTACHED WITH FASTENERS. (RE51D[NRAI) PATOFF NSEOECN 2- ROLLER WITH 7/16' DLA ABOVE HINGE LEAF. LONG S1ENI. TIRE STEEL 10 BALL 1 AT AACHHEWITH2D STEEL1/4- X3/4' ROLONGHEXHEADSELF DRING SCREWS. 22 PER VERTICAL STILE) 1-3/e POLYSTYRENE INSULATION OPTIONAL FOR MOD, 724, 730. 730, 735, 426. LH. DETAIL C GALV. STEEL BOTTOM BRACKET WITH 3 FASTENERS. 2WITH G7 mc-L-LVDC OR POP"RNOS 10 PANELS. SECTION A—A 13 CAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD .ALBS WITH 5/16• X 1-1/2' p107E; AUL NON-OESCRIPME FASTENEIM SHOWN 10 BE 1/4•_20 X 5/6' HEX BOLTS Jc NUR ORLAGSCREWSfWASHERS. PREPARATKIN OF JAYBS BY OMERS 1/4' X 3/4 LONG HIX HEAD SHEET METAL SCREWS. SEE DETAIL E. SECTION B—BP.S.F. 724, 426, 730, 735, 750, 755 TABLE PART NAME: DOOR SI2E I DESIGN PRESSURE I TEST PRESSURE WINDLOAD RESIDENTIAL PAN DOOR 16'-0' 8,-0' +22.2 -25.0 +33.3 -37.5 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WTTHS7AND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING 70 ANSI/DASMA 108-05. t John E Sea as DETERWNATION Of SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIEUL IY OF OTHERS. 33 11 2 11aaFNRO''GAAT DR. TX-*2' 0 14730387FS20 ZO• 972 492-9500 Pro4ulonol Enginsei s seal A ofeln, l orolmctlo d NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC No. 61T3T STA7EOF t- I C 12/15/11 RLB 1111"' 1 12810 1 3-8-07 1 RLB IREV.1E.C.N.1 DATE JAPPRI 10G/ °ND `"P' DETAIL B NOTE: DOOR MUST BE INSTALLED VIM ETMER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). 116 X 8 2j2 E: DWG. NO. 99-B-080 DRNBH SHEET 5 OF 6 P.O. Box 8915 LITTLE ROCK. ARWUMSORDOOR72219-8915501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 B 2j2 E: DWG. NO. 99-B-080 DRNBH SHEET 5 OF 6 3/4' X 1-1/2' X 13 CAGE LIN. (3) 1/4' CARIOM.E BOLTS WLV. STEEL HORIZONW. ANGLE. 2' GALV. STEEL HORI20MAL TRACK 16 GAGE OR 13 CAGE BASED ON THE WID" OF THE DOOR. 1/1• X 3/4• sun v[ut Erni SCREWS 1 4• x 0/4' 13 GAGE MIN. CALV. STEEL TRACK SPLICE H XEAD SELF dNAMe WFl RH s 1sQ'x i' LAD1Y00SCRrWS DIM I DIG DETAIL D2' 13 CAGE CAW. STEEL VERTICIL TRACK SEE BOAR. E 74• tt x 0) a• +t X 7) S4• (tt x n 47' (,t x 7) Jt (is X t) 3t• 10 x » 24' (It x t) 2/' (,t x 7) DETAIL E S BRACKETS EACH SIDE LJ W 5, WSIRAIriTYRENE 20 GAGE END STILES - FASTENED MSSO OR 100 -L -LOOS 70 PANEL 2' USE END CAP EVER END STILES SEE DETAIL 6) IrWITH OP MLDING LAMED EVUTT 0' D TYPE NNL MIK 21• k 24. RICH PANEL CNV. AND PREPAINTED 2• STEEL 23 CAGE ALL MODELS EXCEPT CAGE M(R1EL o GME CALV. STEEL CENTER E WITH 4 FASTENERS. RESIDENML) 724 W.TOO LOCOR P'OP RIJE75 10 PANGS./:' ATTACHED 20 GCE GLV. SIEfL CEMDt STILE. ATTACKED GCE GALV. STEEL TRACK BRACKETS. SEE ADM PREPARATION NYBS BY O;YR& SECTION A -ALAAOSCCRREEWSSA WASEASTER HERS. SEE DETAIL E SECTION B—B NOTE: AM N -x S/DESC eoL Q NNS OR 70 BE P.S.P. SAULL 1/4' X 3/4' LONG HEX HEAD SHEET METAL SCROM MEMO POSI7M NEGAINE POSITIVE NEGATIVE 18'-0' 7'-01426.0 1-29.11+39.0 -43.7 18'-0' 8'-01426.0 -29.1 +39.0 -43.7 DOORS SHOWN ON THE ORAWUIC HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Tx—PE 556308—F-2203 LISTED IN THE TABLE ABOVE VIA TESTING 70 AN51/DASMA 108-05. —2 E 4g 79500 DETERMINATION OF SUITABLRY fOR SPECFIC SITES E THE RESPONSIBLRY OF OTHERS. RObwbnol [nOinto,'t wat pNorM40 0* Iw r4rlficoUen rNmoot eoNruuenon eotoD 13 WOE GALV. STEEL TOP BRACKET WITH 10 CAGE HOLLER HOLDER NOTE 7HNT ROLLER HOLDER CURL D TURNED DOWN. SEE OCTAL D STRL/f JUST BELOW ARTwa (SEE DETAIL HURRIC E ROLLER WITH SEE OCTAL e• O L Um STEIL 2 STEEL. 16 BAIL. ARTSECTIONONNWCEUPPERPLEAF. SEE DETAIL C. STRUT ON LOWER PART Of SECTION ABOVE HDNKE LEAF. 1iE1-1EE>=VlF 7:F fL 111 111G1i1 111(f 111G'1i/II G1if 1 1111101111 rm--i MKmimiw-.i ETiETr llll lllll llllf llllf tll 1 r- ,.2s• -...-•-- GE GALV. STEEL UM 20 GAGE COMMERC ATTACHED WITH (t) USE TWO EXTRA SELF END SlLES f5. SEE DETAIL C 3. DRILLING SCREW THROUGH 1 HINGE. END STU Q RAIL AS SHOWN• ni RML TYPICAL EACH END HINGE STRUT ON LOWER PMTofSECTIONABOVEHINGE LEN. 2.75^ STRUT ON UPPER PART OF DETAIL A SECTION ON HINGE LEN. 3• IBCA WIDE STRUT SEE DETAIL C HURRICANE ROLLERS CALWMZED STEEL Shelf. (LONG STEM MADE WITH ATTACUD WRIT 1/4• x 3/1• MGM FmNGTH STEEL) LONG HEX HEAD SELF rIWNG SCREWS. 2 PER VERROV. STILE) POLYSIY%NE INSULATION 750. 755, iT 0.Y00. 724. 730. STRUT ON BOTTOM BRACKET. DETAIL C CAW. STEEL BOTTOM BRACKET NATE GLAZING DOES N07 SATISFY IMPACT WITH 2 FASTENERS. DEBRIS REQUIREMENTS IN FBC No. 51737 C 12/15 o,(;•.10R Q1%'p=' . B 28 2866 3110 2810 3-8—C REV. E.C.N. DATE 13" END `"P' DETAIL B NOTE ODOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON ORS WITH EXTENSION SPRINGS). 18 X 7 18 X 8 D" P.O. Box 8915 WW SOR DOOR 72219-15 e 9AR 501) 562-1872 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 8 DWG. N0. 99-8-080 Florida Building Code Online Page 1 of 6 SCIS Home I Lop In I User Registration I Hot Topics I Submit surcharge I Stats 8 Facts I Publications I FDC Staff I BCIS Site Map I Links I Search r :ae Product Approval IUSER: Public User t Product Approval Menu > earch > Application List > Application Detell FL # FL20461-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 3. King, P.E. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R2 COI (c) Certificate of Independence.pdf 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.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1/24/2018 Florida Building Code Online 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 Page 2 of 6 Summary of Products Go to Page O 40 0 Page 1/ 2 0 0 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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.1.0f additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star painted within six months of installation.) 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.) 20461.2 Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edgerb.7Therma-Tru mooth-Star 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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.2.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.) 20461.3 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 11 (b) Inst 20461.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.3.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.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star I Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 11 (b) Inst 20461.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.4.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.) 20461.5 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://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJkBOuU... 1/24/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.5.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.) Page 3 of 6 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Limits of Use Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 11 (b) Inst 20461.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of "J" part painted within six months of installation.) 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.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 20461.7 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.7.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 doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or numbers for these doors, which have been stained or painted within six months of installation.) painted within six months of installation.) numbers for these doors, which have been stained or 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 fb) Inst 20461.S.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 20461.8 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star FL20461 R2 AE (c) Eval 20461.9.odf doors, this product approval requires the use of "J" part Created by Independent Third Party: Yes 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 Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 11 (b) Inst 20461.9.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 20461.9 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.9.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 ")" 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 (b) Inst 20461.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.10 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.10.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes http://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1/24/2018 Florida Building Code Online 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.) Page 4 of 6 20461.11 k. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "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 fb) Inst 20461.11.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 20461.11 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.11.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star any additional use limitations, installation instructions and doors, this product approval requires the use of "J' part product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of "J" part painted within six months of installation.) numbers for these doors, which have been stained or 20461.12 I. Therma-Tru Fiber -Classic and Nominal 7'0 "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 fb) Inst 20461.12.ndf 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.Ddf 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 Fiber -Classic and Nominal 7'0 'Non -Impact" Glazed Composite Edge FiberglassFmhtea-Tru tar Single Door with Sldelite(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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.13.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.) 20461.14 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.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.) 20461.15 o. Therma-Tru Fiber -Classic and Nominal 8'0 "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 (c) Inst 20461.15.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 20461.15 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.15.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.) 20461.16 p. Therma-Tru Fiber -Classic and Smooth -Star http://floridabuilding.org/prlpi_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 ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and 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.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 20461.17 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.17.2df any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star additional use limitations, installation instructions and doors, this product approval requires the use of "J" part product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of "J" part painted within six months of Installation.) numbers for these doors, which have been stained or 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, 0/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.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.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge 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.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 20461.19 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 t. 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 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 20461.20.0f 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 ")" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page O® 0 O Page 1/ 2 0 0 Bilk N6ut http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1/24/2018 Florida Building Code Online Page 6 of 6 Contact Us :: 2801 Blair Stone Road. 7illahassee FL 32399 Phone: 850-87.182 The State of Florida Is an AA/EEO employer. Coovrloht 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•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. It 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. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please Click h=. Product Approval Accepts: 1 J. Cred'tSacaro fe, http://floridabuilding.org/pr/pr_app_dtl.aspx?param=+GEVXQwtDgsJ9a49YAgXJkHOuU... 1/24/2018 THERMANTRU" DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evoluoted and Is in complance wllh the 61h Edfilon 2017) Roddo Building Code (FBC) structural requirements exckKRng the high Velocity Hurricane Zone (HVHZ). 2. Product anchors stroll be as Med and spaced as shown on detolo. Anchor embedment to base motedd shall be beyond wal dresft or stucco. 3. For 2x stud framing construction, onchoMg of these uNh shot be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the detals of this drawing require tether engineeltrsg analysis by a lcensed engineer or registered architect. S. Rber-Classic S Smoothdtor Door panels require the use of 7 port numbers and must be stained or pointed within skx months of Instalotlon. TABLE OF CONTENTS 37.75/AAK. rFRAME WIDTH 02 O X He See Sheet 3 For Hardware Specifications Cra fC JK M er: LFS FL -20461.6 s7 1 or 1 1 DESIGN PRESSURE (PSO DESIGN PRESSURE (PS19 CONFIGURATION IOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X latch t DeadboB 67.0 -67.0 67.0 -67.0 X Mulfipoint 65.0 -70.0 65.0 -65.0 See Sheet 3 For Hardware Specifications Cra fC JK M er: LFS FL -20461.6 s7 1 or 1 1 COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.(r MAX DOOR EXTERIOR DamR 0-T I U! COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE DJTFRInR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) INTERIOR HORIZONTAL CROSS SECTION1'\ HORIZONTAL CROSS SECTION 35.813• MAX. DOOR PANEL WIDTH 3SA13rMAX. DOOR PANEL WIDTH 0 0.7 - COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.(r MAX DOOR EXTERIOR DamR 0-T I U! COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE DJTFRInR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) INTERIOR HORIZONTAL CROSS SECTION1'\ HORIZONTAL CROSS SECTION 35.813• MAX. DOOR PANEL WIDTH 3SA13rMAX. DOOR PANEL WIDTH @WDWI PANEL 40 om DOOR PANELAlDOOR Door @DOOR PANEL 42 UI Door 2 TOP RAIL fra COMPOSITIVENGINEERED WOOD) FOAM CORE--' POLYURETHANE 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR QMIOR ~ V) z If R ERGLASS SION OATTHK) T BOTTOM RAIL COMP.) 1.71* 3-\ VERTICAL CROSS SECTION /'4—"\ VERTICAL CROSS SECTION WE 5/26/!6 SMUL N.T.s. JK LFS FL -20461.6 n ,2 OF -U @WDWI PANEL 40 om DOOR PANELAlDOOR Door @DOOR PANEL 42 UI Door 2 TOP RAIL fra COMPOSITIVENGINEERED WOOD) FOAM CORE--' POLYURETHANE 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR QMIOR ~ V) z If R ERGLASS SION OATTHK) T BOTTOM RAIL COMP.) 1.71* 3-\ VERTICAL CROSS SECTION /'4—"\ VERTICAL CROSS SECTION WE 5/26/!6 SMUL N.T.s. JK LFS FL -20461.6 n ,2 OF -U WIN u SEE HARDWARE CHART HARDWARETABUc.-: MANUfAC1URER AIODE6•'-'-: :.',::'•:'•. KNOB: FS1 SCHIAGE DEADBOu: 860 KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) FHOPPE MULIIPOINT:MPDGART THERMA•TRU) 3 pt. Manual Tongue) iil jl 1 1 111111 III Hber-Classic/Smooth-Star Door Panel Options Panel options dawn are for luustrallon and are represenlolive only slmilm opaque panel oonngurallons ore allowed) o: 00 n I—L N.T.S. W. arum wo: FL -20461.6 xs-m11 1111111111f/ff I iN: O:s I/ II'ff; O `\ P ; B 1 11111 qo0 n c i3••Z G Z Z mangy 14 G O= O 3 d 40 41 42 6 1 EXTERIOR INTERIOR 1.ISMIN. m 1 VERTICAL CROSS SECTION EMB. •) o C E a Shown w/ 2X Buds E Oulsvft shown (Inswing *n0o4 oBBIc O.I S CSWK O.IS CSINK OYPI) 4. L 1 n D p r d d 8 INTERIOR INTERIOR m cn n o 14i991ig c L z EXTERIOR 29 EXTERIOR e 0240u 40 41 42 40 41 42 27 INic 51261161.1/4' MIN. l 29 SCAM N.T.S. Sa 5 EMB. (TYP.) 1 EMB (IYP.) mm rr JK n 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION asc er LFS 3 4 Oulswing shown (Ir-ft *nLar) Shown w/ 2X Buck4 Ou B shown IIr1lwlne slmaod BUCK DRAW= fL-20461.6 a IIIIIIIIIII/ J n q A 1 X Buck to be secured to C 0. masonry by others g 3 o Y i IK E za8ca oZoiL e 1 E 3ad EXTERIOR INTERIOR m 001VERTICALCROSSSECTION big5Sownmbuigstmlor) s W A HE C E GI n c o =Q v C v• o c J J 1 6 Q n N In G INTERIOR INTERIOR G 8 2 e o a Z 4 23 24 SMIOR EXTERIOR c 40 41 42 40 41 4227 A t•1/4.1dW. 29 t-t/4'1dW. 1 yas 5126116 °zuEMB. DYP.) EMB. (1YP.) L.. N.T.S. MUM JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION v CHL m LFS 3 S Out Shown (ulW*V sk7&0 Oul- w su uc r n8 ShoWlo (9) owiao nl e FL -20461.6 a i 1-1/P MW. EMB.1v.) Ls 17 MAX EXIERIOR W WIERIOR eVERTICALVECAL CROSS SECTION Shown Direct to Mosolvy Outswing a* w/ 4-9/16 lamb INTERIOR DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = 147 PSF w/ SECURITY STRIKE = 3 55 PSF ilia VIM , Ca o B(IERIOR 1 -w -l/ 1-1/4' MW. EMB. (M.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to MosorvY 6 Shown Direct to MasonryOutswingonlyw/ 4.9/16 Jamb Outswing only w/ 4-9/1 C jamb 1s J MAX. E gERIOR WIERIOR 4e VERTICAL CROSS SECTION Shown Directo*w/"/Jamb S HORIZONTAL CROSS SECTION 6 OuttrMngD onyw/6-9/16Yjamb I V' I 1.1/4' MIN. T EM&PP.) 6 HORIZONTAL CROSS SECDON am 5126116 WAM N.T.S. IltYe. Im JK toMasonryaoc6ShownDirect / tswln9 only to or. LFS DRUMC w, FL -20461.6 Lori 1, Notes: I. Sm Ilem 1's 17,18, 32, 3,, 35, 36, 37, 38 &39 ore ottoched to lambs w/ (3)18 X 2-)/2• pfh screws of eoch end. Sill Item #1 16L 33 ore attoched to Jambs w/ (2)18 X 2-1 /2' pfh screws of each end. Sm Item 115 Is ottoched to tombs utM ft (2)110 X 7 pph SMS a1 each end. INTERIOR SEE NOTE i EXTERIOR 1 VERTICAL CROSS SEC110N Unwdng S® 00, I pal, im M 2 VERTICAL CROSS SECTION 7 1—IrV SR a • . 1 INTERIOREXTERIOR %/% •' SEE NOTE 1 3 VERTICAL CROSS SECTION 7 Ouf-Ang so SEE NOTE 1 e. e am n: JK CHL W. L.FS 4 VERTICAL CROSS SECTION °ROM N0` 7 Pubic Access S® FL -20461.6 sas 7 OF _U V(3)080-1/7 PFH WS JAMB TO HEAD DETAIL 1YP.) 77 i 0 u pn l/IIIIl1 Z F) ri 96 ta VV o oE 8 9a i 0 yry lo Lu$ I 0 D D HEAD L JAMBS HEAD & JAMBS 2X BUCK 1YP•) 1YP.) BUCKJ IX BUCK M DIRECI TO2XBUCK2XBUCK MASONRY N FRAME HEAD a JAMBS 50 PSF MAX 70 PSF MAX tU O t!Ci 1. u m0 O MASONRY i MASONRY PP.) 2X BUCK ANCHORING PYPa 2X BUCK ANCHORING FRAME ANCHORING i 0 u pn l/IIIIl1 Z F) ri 96 ta VV o oE 8 9a i 0 yry lo Lu$ I 0 R 1111111111// m fm =Av SEE HINGEO ' •' * 0 Z5 d m DETAIL (IYP.) Cd— W. q 28 lll 111 PI O ````` >IS ° n m 2X BUCK c 6- IXBUCK \7 / px o 0 o $Z{ Ea Z DIRECT TO SEET0_ q3owMASONRYtill26 Q p STRIKE ( y r m u `n 2X BUCK Q$ 11Yp.) P') i z IXBUCK G d 27 DIRECT TO /yt Zr o MASONRY LIQ 0 Lm p LATCH A DEADBOLT DETAIL 0 1rt mm g G! gLiJ A cKvnlaet 2X BUCK SEE IATCH J G DEMBOLT IXBUCK G g m 3 DETAIL — c DIRECT TO Mm °` SEE LATCH MASONRY 31 2X BUCK L I:, 8 DFADBOCi ,q o DETAIL sl STRIKE DETAIL IXBUCK G Mw"I WE— DIRECT TO MrMLATE TONGUE MASONRY STRIKEM- 1 28 8 STRIKE JAMB HINGE JAMB STRIKE JAMB l H Latch and Deodbolt M t 41TLock 2X BUCK m 8 0 IXBUCK 4J(BUCK 2S DIRECTTO M IXBUCK G MASONRY 2% ECT 10 2x BUCK 30 k' DIMRASONRY M 8B 29 tx BUCK n DIRECT TO M DIRECTIO LATCH tDlADBOLTDETAIL M MASONRY LATCH tDEADtLock aI a F SCHO96 24 23 Z u LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS " 11E s 1s N.T.S.( Security Deadbolt Sfike Plate) s.0 N. JK 4 HINGE DETAIL aro.Im m' cm m LFS 3 DRAW= 900. a FL -20461.6 n s+m 9 OF _LL " @INSWING iHRESHOID hxvMp Bo k Flxed m 51.7 INSWING THRESHOLD bwft Moderate CBnwte SB 1-3ff S.7s INSWING THRESHOLD 6xvMp Moderate CBmote S1 s.7s 36 INSWING THRESHOLD tmwh p Back Fixed 5 WVD C m 7.S B37 INSWING THRESHOLD Uw*ft Badc FkGd 7•I/TS0 60 4 5.15 0 0 @I-OU—FW—NG THRESHOLD S UBUC ACCESS THRESHOLD Comte / AlumNum m IhemKo break) z twc 5 26 16 soue N.T.S. i I axe. tm JK c 17r —^I F--1.92' a F-- 2.06 noc er: LFS 3 a 13 SWEEP 9 SWEE/ 10 SWEET o Fa 0 61.6 c 9 A. 4S6• N.: I O: 25 n 2.36' i d INSWING THRESHOLD 1 WOOD JAMB 1 sZZ m oEa38 hWW CompoS11e Adf mk"B m t 2 c o Ti S B3 VJJ c I of of ., F T' LL V, C INSWING THRESHOLD39 6 OUISWING THRESHOLD Bn Bo k CWVWIe A*Wobte m Conpadte m i m a 7.5Y 4 4.56' m Pi t 7 INSWING THRESHOLD 32 OUTSWING THRESHOLD i ft%ft tic Camposdte AdJu kNe m 7-1/2` Composh / ABenhm m 60 4 5.15 0 0 @I-OU—FW—NG THRESHOLD S UBUC ACCESS THRESHOLD Comte / AlumNum m IhemKo break) z twc 5 26 16 soue N.T.S. i I axe. tm JK c 17r —^I F--1.92' a F-- 2.06 noc er: LFS 3 a 13 SWEEP 9 SWEE/ 10 SWEET o Fa 0 61.6 c 9 ANCHOR:: ANCHOR ' •=MIN. ;::_: •i RANCE`. MIN. CLEARANCE 1YPE ".' EMBEDMENT: lunnfgb TOADJACENT:: SIZE . ......... EDGE, .'r... ANCHORi:.::; 1""' TAPCON T/a" T•T/4• r a• ELCO 1/4' 1-1/4• T• 4' BILL OF MATERIALS BILL OF MATERIALS RVII • 3/16' 1.1/4' Oma: 1-T/Y REM 1 DESCRIPTION MATERIAL REM 1 DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x S/8" PFH WOOD SCREW STEEL C 1 /4"MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL Y.. g. o n C. D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL 1111 i o dEMASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL UN••_ v a ox E 0 ox 9 `n 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 monT A 14EL # 10 X 2-1 /7' PFH WOOD SCREW 11. l S' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" RVH CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP CZ j€I Eo a 3aN3/16" X 2-3/,CITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 18 22 23 24 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP ALUM/COMP STEEL STEEL STEEL 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 Jm10SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) Lx o y16OUTSWINGTHRESHOLDALUM/COMP 41 DOOR PANEL (HYBRID) G 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) c m 0 o CONCRETE ANCHOR NOTES: 0 N 1. Concrete onchor Iocotbns of the comers may be adjusted to maintain the Mn. edge chane to mortar johlL w 2. Concrete anchor locotlons noted as MAx. ON C84W must be odjwted 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: e i n e Z u° X52616 stAw N.T.S. 3 IMLL !r A e aac rr. LFS 3 WOOD SCREW INSTALLA17ON NOTES., DR4=0NO- u 1. Maintain o mWmum S/8' edge distance, 1• end dhtance, fL I• o.c. spocing of FL-20461.6 c wood screws to prevent the spRHing of wood. s¢s 1 or II O ANCHOR:: ANCHOR ' •=MIN. ;::_: •i RANCE`. MIN. CLEARANCE 1YPE ".' EMBEDMENT: TO'MASONRy. ! TOADJACENT:: SIZE . ......... EDGE, .'r... ANCHORi:.::; 1""' TAPCON T/a" T•T/4• r a• ELCO 1/4' 1-1/4• T• 4' ULTRACON RVII • 3/16' 1.1/4' AS SHOWN 1-T/Y TAPCON 18 22 23 24 OUTSWING THRESHOLD 8 x 3/4" PFH WOOD SCREW 10 x 3/4"PFH WOOD SCREW 10 x 1"PFH WOOD SCREW ALUM/COMP STEEL STEEL STEEL ANCHOR:: ANCHOR ' •=MIN. ;::_: •i RANCE`. MIN. CLEARANCE 1YPE ".' EMBEDMENT: TO'MASONRy. ! TOADJACENT:: SIZE . ......... EDGE, .'r... ANCHORi:.::; 1""' TAPCON T/a" T•T/4• r a• ELCO 1/4' 1-1/4• T• 4' ULTRACON RVII • 3/16' 1.1/4' AS SHOWN 1-T/Y TAPCON THERMANTRUO DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance vdIh the 61h Edition 12D) 7) Florldo kfi tg code (FBC) structural requirements excluding the 't 110 velocity Hurricane Zone' (HVHZ). 2. Product anchors shot be as Bated and spaced as shown on detols. Anchor embedment to base material shol 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 In ipact resistant covering that complies with FBC Sections 16M. 1.2 & R301.2.1.2 as follows: Wind Zones 1, 2 b 3: Glazed Sldeiltes any, Wirad Zone 4: Entire System. 4. For 2x stud homing conslr fix ants tg of these units sholl be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drowbV require further englneeft analysis by a licensed engineer of registered architect. 6. Fiber-Ctossic IL Smooth -Star Door and Sideile portals require the use of 7 pan numbers and must be stok*d or pointed within sbc months of Installation. TABLE OF CONTENTS 53.25 MAX OA FRAME _ WIDTH 15.5 MAK FRAME WIDTH 37.75 MAX FRAME WIDTH 411* 6US' MAX O.A. FRAME WIDTH IssMAK FRAME WIDTH 37.75 MAX FRAME WIDTH See Sheet 4 for Hardware Specifications J OF m 33 sure N.T.S. owc er. JK ewc er: I FS FL -20461.7 a—LorJA DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) ICONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X0, ox, oxo 40.0 -40.0 +40.0 -40.0 See Sheet 4 for Hardware Specifications J OF m 33 sure N.T.S. owc er. JK ewc er: I FS FL -20461.7 a—LorJA S* d' COMPOSITE HINGE STILE CAP lCUlNU=DM Wtl.-%ni Wr MAX. DOOR PANEL WIDTH EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 40 DOOR PANEL BOOK40BOOK 9 mx ld ENGINEERED WOOD) 35217 MAX. DOOR PANEL WIDTH AW 07 OMPOSITE CAP COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 35913' MAX. DOOR PANEL WIDTH EXTERIOR 3 TOP RAIL OADC COMPOSITE/EINGINEERED WOOD) FIBERGLASS SKIN COMPOSITE CAP 0.08TTHK.) LOCK STILE ENGINEERED WOOD) INTERIOR 2'\ HORIZONTAL CROSS SECTION @DOOR PANEL MaW D= @2bg0L0l PANEL III42111 Doof Hu INTERIOR EXTERIOR INTERIOR EXTERIOR TOP RAIL COMPOSITE/EINGINEERED WOOD) FIBERGLASS SKIN 0.08TTHK.) FOAM CORE POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR 91 1 1 V; lO uo 5128116 LL N.T.S. ft jw-- A ort LFS Xm Na: rt FL -20461.7, n 2 or 1 FIBERGLASS SKIN 0.08TTHK.) ff E A, BOTTOM RAR COMP.) 1.71* 1.71* 1-3"*N VERnCAL CROSS SECTION r4\ VERTICAL CROSS SECTION 91 1 1 V; lO uo 5128116 LL N.T.S. ft jw-- A ort LFS Xm Na: rt FL -20461.7, n 2 or 1 At 066' G2 G1 z * G1 1. aINTERIOR N g u i do d STILE (WOOD) EXTERIOR r o o u XZ h S L z$ u 8 CW 1 HORIZONTAL CROSS SECTION V r C• a n 3 Up Ute Glaring `_ 6A r MAX. TOP RAIL a 13.938 MAX. D.L.O. WIDiH (COMP.) i s g t•, PANEL WIDTH 6 90 2.625 Q(P.) _ C r FOAM CORE Cj POLYURETHANE - 1.9 PCF MIN.) rc O m C x dd, x 0 0 EXTERIOR INTERIOR O n Gl G2 8 z h RBERGLASS WN BTS M Ule fnmle ( OAM 1HK) '; o = f 2 BOTTOM RAIL Q O o3 (COMP.) z u DAM 8110/18 i 11startN.7.S. SO wLL NEL 3 Up Ufa GVERWAL gCROSS SECTION SCAM or. JK ID UP UTE aoc Pn LFS 3 DRAM ra: c 0 fl_ -20461.7 n sal _L or L O III11111/1j1j oA Z) a 111 3 E97 4 3 3 2 S 6 S 6 7 S 6 7 S 6 7 = m';j IY' Z F!: Q a! o dmz_d r $ N .. 1. ra Ea z OZO15 ( vt` e Ng 90F) 5` 11a 5 S s ` 4 0 . S E or 1 Oe S 06) 6 S 6 d 6 X X I 7 7 7 LE MI p 40 1 2 3 5 6 g 5 8 8 8 B 8 B 8 8 8 8 8 >< ELEVATION ELEVATION X0 oxo n s N rA B CC b (j O H. n z Q M n e Z u DUL. 8110116 i xalc N.T.S. 4 aro en JK m' ooc nm. LFS 3 Fiber-Cfassk/Smooth-Star Door Panel Options°"" 1a Panel options sfwwn are for Nustrotlon and are representalive only F(MERMA-TRIJ) ( ptF-200 461.7 0 Islmilar opaque panel configurations are allowed) ss r or O f1ARDWARE:TAEIf''"= ._ _ : • MANUfACNRER ..;:t:.:.•:;.:• •' MQDEI=.:.: `::.i.::•`."'.: SCHLAGE KNOB: fSl DEADROIT: 660 KNOB: SIGNATURE SERIES DEADCOLT: SIGNATURE SERIFS (9a0) HOPPE MUl11PO1Nf : MPDGART Manual Tongue) FL 1.1/4'MIN. 1(L ) EMB. (1YP.) u 29 1 HORIZONTAL CROSS SECTION 5 &=41Z I SEE NOTI I.IS'MIN. N2kE EMB. (ryp•) I. Siddle assembly screws located C from each end phis 6 more screws equally spaced between (B screws total per side jamb). t) 2. SldeMe assembly screws located r from each and 12 screws along head jomb). I 101 000 1111 1.1 /P MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION 5 n HORIZONTAL CROSS SECTION sJ Wig Mwn i --v 3mi EXTERIOR i/ p INTERIOR 3 VERTICAL CROSS SECTION 25 J_ SEE NOTE 2 SO t7(19tIOR IMERIOR I^' 0 4 VERTICAL CROSS SECTION 5 S Nuwir+g*nW 111111111/1/// Notes: 17 i 1. SIde01e assembly screws located 6• from each end plus 6 more between total Jamb). Q: ix screws equally spaced (8 screws per side 2. Sideble located +• fromassemblyscrews each end 12 screws along hood jamb). C1; d i n z 4, Gz eVv 11j11 mn Illi 0111`` ri u zomdz A C A r E mads C E 40 41 42 EZ C n v 1 J U 1 J EXTERIOR INTERIOR d 60 1 Ala VAVAWAFAM 3 VERTICAL CROSS SECTION G INIERIOR d Sham w/IXsub-0uck Mor) y OulsrMg shown Ping NMtn G c = o J IL v. EXIHtIOR 23 24 25 .o E SEE NOTE 1 n 1-1/4•MIN. 29 40 41 42 1 A N EMB. jiYP.) 1-1/4'MIN. EMB.(TYP.) A C w 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTIONShowno d 4xickdoNOuts\g shown uu d ead IX shown Mswhg *r*4 2S k' aSEENOTE2 50 C 1 o S EXTERIOR INTERIOR o 0 z u oma: 8110116 cue N.T.S. 4 VERTICAL CROSS SECTION oft In, m' d 1Xshownsu Irowblgslmlor) oWL6- bud sc. M LFS 3 FL -20461.7 ! a MM 6 OF JA JZ z d IS MAX. m 7 2 HORIZONTAL MasonrySECTION ShownOutswing only w/ 6-9/1 S Jomb Notes: 1. Sldebe assembly screws located C from each end plus 6 more screws equally spaced between (B screws total per side Oft). 2. SldeOte ossembty screws located r from each end (2 screws along head Jamb). 1 HORIZONTAL CROSS SECTION Shown Direct to MasonryOutrMngonlyw/ 6-9/16 jamb SEE NOTE I 4 VERTICAL CROSS SECTION Shown Oufty g nlyw 6- 9re/ 16jamb 5 1.1/t MN. EMB. (TYP.) 1.S = _ x MAX. Ni O*=OY 4 o. J' m 2' MIN = '•. gI Pf r rnn s BRoZ N• EMMOR 2S ma`n c 1 SEE NOTE 2 0 Ea INTERIOR o 3 VERMAL CROSS SECTION Shown MMM oulswing ontyw/6.9/ISJomb g r IDE N ouzoc SEE NOTE I 4 VERTICAL CROSS SECTION Shown Oufty g nlyw 6- 9re/ 16jamb 5 1.1/t MN. EMB. (TYP.) Notes: SID Item 8's 17,18,32.34,35.36.37.38&39 are attached toJombs w/ (3) 88 X 2.1/2• pfh screws of each end. SID Item 8's 16 S 33 ore attached to Jambs w/ (2) 88 X 2-1 IT plh screws at each and. SBI Item #15b attached to Jambs utOtring (2) 810 X ? pph SMS at each and. 2. Sldelte assembly screws located C from each end 12 spews abng A). INTERIOR V/*T/ EXTERIOR INTERIOR —D7j EXTERIOR SEE NOTE 1 VERTICAL CROSS SECTION g Inswing SBI INTERIOR 4 N VERTICAL CROSS SEC170N g NbIC Access S® SEE NOTE EXTERIOR 9 r zd D 4 2 VERTICAL CROSS SECTION g Inswing Sm INTERIOR EXTERIOR SEE NOTE50 nnnnnn d U 6 e VERDCAL CROSS SECTION JI Crowing So EXTERIOR INTERIOR 3 N VERTICAL CROSS SECTION 8 Outswbsg Sm EXTERIOR 25 SEE Non INTERIOR IIIIslip"r/// 02 P gt11 w S z OZ- G! Z WL- 8110116 D 3 swe N.T.S. i arc. rr•. JK naL er. LF•S VERTICAL CROSS SECTION MUM N0. B Out$." Sm FL -20461.7 mm jLarj 3 S o U Z i Z WL- 8110116 D 3 swe N.T.S. i arc. rr•. JK naL er. LF•S VERTICAL CROSS SECTION MUM N0. B Out$." Sm FL -20461.7 mm jLarj 1111111111//// 1. Z o 11'og r p JAMES JAMBS , g ? v i { EP 4' (fYP.) +— 4' (IYP.) o x 1 9 c W VV x OIL rnYP) 4'InPI r) -j 4' Or.) n mdn 02 Ia. Tr of .i II d dl jlj jl i1i 4 III O 1 111 ,I1 HEADS JAMBS HEAD &JAMBS yj1 Biu, tYP.) 111 111 1", .) 111 111 111 111 2KBUCK ili ili 1 m111111111 K li ( TYP.) i1i i1i o' Fo 111 111 111 KI q 111 111 111 A G 1i i1i i1 111 111 111 111 d 111 111 A 1i ili it 1U L? 1U ql 111 L? II II O I I O jlj jlj jlj III 111 III N111111111 111 III 111 B 2 III III III $ at Xo/o 111 111 111 gug _ 111 111 III F- 111 111 111 11 II 11 a I x x W 2 e MASONRY QYP.) z u mm 8110116 i SMIE N.T.S. ° 2X BUCK ANCHORING cm W . JK W. LFS 3 mtwjm •w d FL -20461.7 n sm 9 OF U O i is DIRECT TO p MASONRY JAMBS MECiTO p MASONRY HEAD 3. P I HEAD TV•I r (NP•) 1r ( T') z dm o U N •; Z Z CX L = m V io a YJIXXBBUUCCKK d o BUCK — TYP•) DIRECT TO H HEAD a JAMBS MASONRY TYP.) JAMBS 9 E 0 tq o I •I I I I FRAME ANCHORING IV ( 3)1180-]/T PFH WS JAMB TO HEAD DETAIL TYP.) JAMBS 7 (TYP.) 7' (TYP.) I YLUBUCK — HEAD S JAMBS TYP.) DIRECT RY — — — f+ l- MASONRY N _ , JAMBS p ^ O11 E. (TYP') h ° N Li FRAME O PYP.) SIU, D TYP• I I I II FRAME ANCHORING MASONRY TYP.) FRAME ANCHORING illim S ry: JK c. er LF•S rro r+o: FL -20461.7 xr 10 a 4 z dm o U N •; Z Z CX L = m V io a S ry: JK c. er LF•S rro r+o: FL -20461.7 xr 10 a 4 1111111111/II/ JK r! SEE HINGE N O O Ij,• DETAIL (TY m i ! '' ••......•. u a n 28 '' I/1 11 O 32; d; c; aP.:z L 26 's i$zAii 8g O nNg 96SEETONGoa b DEIAA v oIi 25 U'P•) € 9 z LATCH A DEADBOLT DETAIL >< 12 rc KwAQet 1 ?I g I W a DEADBOLT10N uII )antSTIUL DETAIL ir m ad I I DETAIL E 8 >< m SEE LATCH G p SUB STRIKE y s a DEADBOLT PLATE 28 K L -u L-Lj 8 O 22 0 STIUKEJAMB HINGEJAMB STRIKEJAMB 30 a z 25 2i Latch and Deodlwll M I t lock 8 g u aj oc LATCH a DEADBOLT DETAIL k, LATCH a DEADBOLTDETAII L 2K BUCK q-- scmage 29 G Ix BUCK M DIRECT TO MASONRY b DEADBOLT STRIKE DETAILS ALONRY MULTIPOINT LOCK STRIKE DETAILS ^ 24 23 ^ z o° am 8110/16 n N.T.S. ° on en JK o' HINGE DETAIL a"t W. LFS ¢ DeAWS Irot FL -20461.7 n coif _LL or 14 n do BACKBEDDING COMPOUND SHOWN w/ ,-{ (--1 /T GLASS BITE CUT-OUT I I 1/T•9/16'THKGLASS PANEL 1/r TEMPERED GLASS AIR SPACE I/B'TEMPERED GLASS IoxLl/7 DURASEAL.ALUMINUMPPHPIASCREW3A OR STEEL SPACER G1 GLAZING DETAILBTSUteRama Stashes BACKBEDDING COMPOUND 1 ro BFI' THK. GLASS 1/B'TEMPERED GLASS AIR SPACE w UIS• TEMPER o GLASS alo x 1.1/7 PPH PLASCREW 3B DURASEAL, ALUMINUM OR STEEL SPACER G2 GLAZING DETAILBISUteFmme SltleStes INTERNAL GRID (GBG) INTERNAL GRID (GBG) OptIonol Mumhum Spacer) 9/16" INSULATED GLASS INSERT OPTIONS i.' i.' DECORATIVE INSERT PRIVACY INSERT WROUGHT BRON INSERT INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND Optiond Aluminum Spacet) ( Akin*— Spoce4 1" INSULATED GLASS INSERT OPTIONS Is- T BTS UTE FRAME 3B I'Glaft L. 8/10/16 11 4L N.T.S. ° G ert JK ° L Br LFS ; wm mo_- a FL -20461.7 00 m 12 of 14 w o E i o= n V n 5 C mna 0Z 1qt SE m Z BIS UTE FRAME 3A 1r, fil Gaom, Is- T BTS UTE FRAME 3B I'Glaft L. 8/10/16 11 4L N.T.S. ° G ert JK ° L Br LFS ; wm mo_- a FL -20461.7 00 m 12 of 14 7sr 3i INSWING THRESHOLD 4uwYig Rods Cornposlle AcQmtoble SR 7-1/2' INSWING THRESHOLD NsvArp Rad. land SLI ff SJS 344,. INSWING THRESHOLD Ww4p Moderate Ctreote Sts I -W 5.79 T ---f In gINSWING iHRESHOID Mn+4np Moderate Grswte sm 5.7s 36 INSWING THRESHOLD hxvArg Busk Itxed 5-311 sm vj 7s 37 INSWING THRESHOLDfit- Rad.F "T so 1HRESHOID htvArp Canpadte Adlwtofsb SR 39 INSWING 1HRESHOID tewtn Rod. Compodle AdJ stoble SD 6.L1' o S URUG ACCESS THRESHOLD h-1-gr 8 SWFEP 9 SWEEP 10 SWEEP 4.56' j•., o wn Ian 1 n ZO 236• 8 o 4 a 8•:Z WOOD JAMR g i $ i 1\ e bpLLL SAA + m o o cZ tq ham^ ^ : ''f'`•`: :ti::f;yy,51::K 1. 0 Q res N 8 5 i-' 18 ODUMNG THRESHOLD a Compedla / Akw&m 2 Rlsermol Rreo1Q n n C 219' 21," n 2.13' o LF 11 - 1 ah: 8 10 11i LR srAre N.T.S. W. JK on LELI , w SIDEUIE SPACER SIDEl1TE SPACER SIDEULF S/AGER 75 tt 7b a 77 Fl. -20461.7 Moderate Cbmte Threshold — V% K IA OUTSW THRESHOLD S CompodtINGSDa 4.56' 4 G 0 0 f• i3 ` u n to 7 OURH7NG THRESHOLDCo.WW.J .". Nee SO 0 Q res N 8 5 i-' 18 ODUMNG THRESHOLD a Compedla / Akw&m 2 Rlsermol Rreo1Q n n C 219' 21," n 2.13' o LF 11 - 1 ah: 8 10 11i LR srAre N.T.S. W. JK on LELI , w SIDEUIE SPACER SIDEl1TE SPACER SIDEULF S/AGER 75 tt 7b a 77 Fl. -20461.7 Moderate Cbmte Threshold — V% K IA ANCFIOR: N.T.S. ANCHOR MIN: CLEARANCE. MIN. CLEARANCE TO:Mi1SONRY.:: TYPE';, SIIE .':. EMBEDMENT: TO.ADJACEM: EDGE.::.:: AIJCHOR' :'.:' BILL Of MATERIALS TAPCON BILL OF MATERIALS ELCO IIEM / DESCRIPTION MATERIAL ITEM It DESCRIPTION MATERIAL ITW • 3/Id' A I X BUCK (SG >= 0.42) WOOD 25 8 x 2-I /2' PFH WOOD SCREW STEEL Z 3 uB2XBUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFIi WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL n I 111111 riD1/4" 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 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 8oZ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 29 4" X 4" HINGE STEEL 0 F 10 X 7' PFH WOOD SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP i $zv G 3/16" X 3.1 /4" IiWI CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP I 1/4" X 1-3/4".PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP b o zJ1 /4" X 3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP gE dJaL # 10 X 2-I /7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1/4" RW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP SILL PVC N 3/16" X 2-3/4" RW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP S6WEATHERSTRIP (MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP Cb I7WEATHERSTRIP (LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 40 DOOR PANEL (BOOK) a o 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL (HYBRID) G10SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL (U1) 0 0ISPUBLICACCESSTHRESHOLDALUM50SIDELLTE (FULL LITE) g a16OUTSWINGTHRESHOLDALUM/COMP 75 SIDELITE SPACER (INSWING) PVC 17 OUTSWING THRESHOLD ALUM/COMP 76 SIDEUTE SPACER (OUTSWING) PVC 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDEUTE SPACER (INSWING) -MODERATE CLIMATE 0 N CONCRETEANCHORNOTES: 8 in E I. Concrete anchor locations of the comer may he adjusted to moMtaln the Mn. 3 edge dislonce to mortar joints. c or 2 Concrete anchor Iocotbns noted as MAX. ON CENTER' must he adjusted to maintain the min. edge distance to mortar joints, addiNonol concrete anchors amayberequYedtoensureIhe' X. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: i n Q n z o° ori[81016 i wrc g 5 osa M JK • CNK a: Lf'S 3 WOODSCREWINSTAUA17ONNOTES: ua c 1. Maintain a minimum 5/6'edge &Tone, )'end "once, 3 t'o.c. spoc4v of F1-20461.7 n wood screws to prevent the soiling of wood. star 14 or 14 0 ANCFIOR: N.T.S. ANCHOR MIN: CLEARANCE. MIN. CLEARANCE TO:Mi1SONRY.:: TYPE';, SIIE .':. EMBEDMENT: TO.ADJACEM: EDGE.::.:: AIJCHOR' :'.:' TAPCON ELCO ULTRACON ITW • 3/Id' AS SHOWN 1.1/2" TAPCON SILL PVC 22 23 24 8 x 3/4" PfH WOOD SCREW 10 x 3/4" PFH WOOD SCREW 10 x 1"PFH WOOD SCREW STEEL STEEL STEEL ANCFIOR: N.T.S. ANCHOR MIN: CLEARANCE. MIN. CLEARANCE TO:Mi1SONRY.:: TYPE';, SIIE .':. EMBEDMENT: TO.ADJACEM: EDGE.::.:: AIJCHOR' :'.:' TAPCON ELCO ULTRACON ITW • 3/Id' AS SHOWN 1.1/2" TAPCON THERMANTRU' DOORS 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 N compiance with the 6th Mian (201 7) Florida BuOdIng Code (FBC) structural requirements excluding the Ifth Velocity Hurricane Zone' (KVHz)• 2 Product anchors shall be as listed and spaced as shown on detolls. Anchor embedment to base material shoo be beyond wall dressing at stucco. 3. When used In areas requ ft wind Dome debris protection, this product Is required to be protected with an Impact resistant covering that complies vAlh FBC Sections 1609.1.2 b R301.21.2 as follows: Wind Zones 1, 2 a 3: Glazed Sldelles only: Wind Zone 4: Entire System. 4. For 2r stud framing construction, anchoring of these units shall be the some as that shown for 2r buck masonry construction. S. Site comratlons that deviate from the details of this draw" require further ergtneMV analysis by o licensed ergineer or registered architect. 6. Fiber -Classic b Smooths-Sta Door and Sidelte ponels require the use of -1 pat numbers and must be stained or painted within sic months of Issialotlon. TAME OF CONTENTS cep: 105.7s MAX O.A. FRAME WIDTH 15.5 MAX. FRAME WIDTH 74JS MAX FRAME WIDTH -- I F1tAME wltiTH Z e LOCI( HARDWARE o m1 x = x I a H 0 x HE U/ POSITIVE A pO w c, a X X STANDARD latch 3 Deadbolt or 40.0 cep: 105.7s MAX O.A. FRAME WIDTH 15.5 MAX. FRAME WIDTH 74JS MAX FRAME WIDTH -- I See Sheet 4 for Hardware SpeclllcaHons Surface Bolts Required s N e TW 3d 16 owc. m: JK arc M LFS FL -20461.8 a T or -a DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSI) counGURAIION e LOCI( HARDWARE Ll x I a H 0 x HE U/ See Sheet 4 for Hardware SpeclllcaHons Surface Bolts Required s N e TW 3d 16 owc. m: JK arc M LFS FL -20461.8 a T or -a DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSI) counGURAIION ASTRAGAL LOCI( HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xX, OXXO STANDARD latch 3 Deadbolt or 40.0 45.0 40.0 40.0 OXXO COASTAL 47.0 -47.0 +47.0 47.0 Mullipotnt xx COASTAL 60.0 * -65.0 * +60.0* 60.0 XX COASTAL latch IL Deodboll 50.0 50.0 50.0 50.0 xx COASTAL Munipolnt 55.0 55.0 55.0 55.0 See Sheet 4 for Hardware SpeclllcaHons Surface Bolts Required s N e TW 3d 16 owc. m: JK arc M LFS FL -20461.8 a T or -a EXTERIOR EXTERIOR' 07 ox 0AW 3.6" 07 0AW COMPOSITE COMPOSITE CAP CAP ti COMPOSITE HINGE STILE LOCK STILE COMPOSITE HINGE STILE LOCK STILE CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) INTERIOR ( ENGINEERED WOOD) T\ HORIZONTAL CROSS SECTION /2 HORIZONTAL CROSS SECTION 1112 1112 360 MAX. 35.813MAX 35.813MAX DOOR DOOR DOOR PANEL VADTH PANEL VADTH PANEL WIDTH @202011 PANEL Wo40BOOK etWa0l PANEL D. 41 Hybdd D. tA1%__DOOR PANEL k7V UI Door TOP RAIL COMPOSWENGINEERED WOOD) FOAM CORE POLYURETHANE- 1.9 POLYURETHANE- 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR RBERGLASS SION OOTTHK.) BOTTOM RAIL COMP.) r3-'\ VERTICAL CROSS SECTION /4\ VERTICAL CROSS SECTION x or JK L ft LFS AW NO - FL -20461.8 n __Z_ oFJ4 4 O i O.dS r 2 r!n INI19tIOR j:• u STILE (WOOD( EXTERIOR \^ g E m im= u v C W 0 a 1a IL a 4 g 1 HORIZONTAL CROSS SECTION 3 UP Ute filming o _ v u 6M MAX. TOP RAIL I I a 13.93r MAX D.L.O. MDTH (COMP.( PANEL WIDTH b IS 2.625' (IYP.( FOAM CORE IS i ori m POLYURETHANE- J 1.9 PCF MIN.( 12 c M R T =r j IL a d O EXTERIOR INTERIOR 3 o NALG1G2 0 5 0' q- ,1111111 Z FIBERGLASS SKW ; i •, b ^ e BTS Full Ute Frame (OA70• THK1; ',; oi 2 BOTTOM RAR = 3 (COMP.( I u ura 8110116 z IDE NEI 2 VER17CAL CROSS SECTION a N.T.S. Hlll UTE $ Lip Ute Glming am in JK n UP 111E CHL M: LfS 3 D1mNC N0. O F1-20461.8 c MM 3 a]t O f 1111111111//r aA N':t 3 3 3 5 1 3 3 S 4 4 6 ' g:IsIsnn u m S 6 7 7 S 6 7 S 6 7 ''. O o` j o o m1PlotI111>rio 8a•: fit ^i S a x = { l E 9$0 v IS 5C m7mM1& m li UZ aq OO0: 0 08 5 Ull' < 6 x 5 X s x sHExS tj 7 / e &I 7 LAIL SEE HARDWARE CHART S 6 N Ln 8 B 6 B SURFACE 8 B SEE HARDWARE CHART li B 8 8 B vi BOLTS s e f" M e i u° mm8110116 i SMON.7.S. 4 oro Im JK m' aoc OP. LFS Fiber-Classk/Smooth-Star Door Panel Options atom NO, Panel opliom shown are for IlAtrollon and are representative o 3 FL -20461.8s1.a ° 0*n Ii nBm opaque panel conflWollom are allowed) MM a O 1tARDWARE'fAlLE ManluFacauRFR. MODEL.;•-::;:.•_.:; -:. I(NOe: FSI SCHIAGE DraDeolr eso KNOB: SIGNATURE SERIES DEADeOIi: SIGNATURE SEt1ES (9e0) HOPE MULTIFOINT:NU'DGART THERMA•iRU) 3 pt. Manual Tongue) MIN. EMB. ( L) 29 FMB. (IYP.) 1 HORIZONTAL CROSS SECTION S w 2X Bucc Outswing shown (Insoft "or) I SEE NOTE WFC -SINK TMP) SEE NOTE 1 25 INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION U Inswing showniag RIOR RIOR 1YP.) 2 HORIZONTAL CROSS SECTION S outswlrp shown (Inst *nWr) I.1S /.UN. EMB. (TYP.) 6"\ HORIZONTAL CROSS SECTION J N WAV shown lws swmg sus 6 INIR OR v EXTERIOR 40 3"\ VERTICwwA LL XCROSS SECTION S IntwNg sfo+wrs W, 8011 8011 Notes: 1. Sidelte assembly screws located B from eoch end plus 6 more O:' screws equoly spaced between 18 screws lotot per side Jomb). • $ 2. WOOO assembly screws locoled 4'from each and (2 screws olong u ' n heod)amb). N:. o' 2 z q0 D// an h hP Z' m o' R :z o xiso P'.^NQ 96Ld r z L i d 4 EE c 8 3a INIR OR v EXTERIOR 40 3"\ VERTICwwA LL XCROSS SECTION S IntwNg sfo+wrs W, 8011 8011 zz U INf9tIOR t^' c TION IslmlaQ M N.T.S. 5 m JK m' L" LFS ; NOD Na: rt FL -20+61.9 o xr _L Of 1f o m 412 o v zz U INf9tIOR t^' c TION IslmlaQ M N.T.S. 5 m JK m' L" LFS ; NOD Na: rt FL -20+61.9 o xr _L Of 1f o f 11111111/II/// A z- Notes: 1. I. SideSlde6te assembly screws located 6• from each and plus d more n screws equally spaced between (8 screws total per side Jamb). 2. SldeSte assembly screws located P from each end (2 screws along N' Q ; n i Q'iy02= head Jambl. E Pv 1111 8R0Z A A c Zd 4 I vl g E z o= E m e a good E C E 40 41 42 S= C 8o v J1 U EXTERIOR INTERIOR 6 60$ dig 3 VERTICAL CROSS SECTION W 1s INTERIOR 6 IX b(l ck d"ea) N Q o g o. EXTERIOR 23 44 25 .° E eSEENOTEI e n I-1/4•MIN. 29 40 41 42 1 A n EMB. (TYP.) N 1-1/1' MIN. C B N EMB. (TYP.) A o 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Cr X sub -buck6OutiwingshawwnJig slmBar) 6 ownOutswl;shown Jlruwtrlg slm0or) 25 SEE NOTE 2 a so 1 Q 4 OQERIOR INTERIOR z i o° oar 8/10/16 °: WAM N.T.S. 4 VERTICAL CROSS SECTION ore or. JK o shownn P wbV sirnUor) uoc nn LF5 ; ORO= ML- aF1-2081.8FL-20461.8c ow —L or 1i 0 a 8 MWMW. DMOR R'IERIOR 3"N VERTICAL CROSS SECTION 7 Shown Direct to MatoyOutwMgoNyw/ 4-9/71 W b Double Door Osdy IN/A w/ Slddles) Notes: I. Sldelte assembly screws located C from each end plus 6 more screws equally spaced between 18 screws total per side jamb). 2. Sldelte assembly screws located f from each and 12 screws along head Jamb). 40 41 4; 0 1.1/''MIN. EMB. (1YP.) 1 HORIZONTAL CROSS SECTION 7 Shown Direct to MoFn MMIng WI4.9/16 jamb Double Door Only IN/A w/ Sideltes) D(16tIOR L T MAX. r EX19t10R R'IWR Dt19BOR AW-W16tI0R S VERTICAL CROSS SECTION d VERTICAL CROSS SECTION 7 Shown Di ect to MasorrY7 Shown Direct to Masonry Oulsw4lg tyw/69/16 tomb Outsw4lgoNyw/69/I Jomb DIRECT TO MASONRY MAX. DESIGN PRESSURE: t 47 PSF yI 1.1/4' MW. EMB. (1YP.) 41 HORIZONTAL CROSS SECTION J O g ordVt to Masan6.9116jamb y5 VMWJOR vr— MI SEE NOTE 1 I.1/+'MBt, EMB. I,YP.) 2 HORROMAL CROSS SECnON 7 Shawn Dhecl to Oulswing ordy w/ 6.9/Id'Jomb a er. JK c Im LFS snw¢ w, FL -20461.8 ar L o 1t INTERIOR EXTERIOR E62SEENOTE 163 Y•r r ij•' D 1 VERTICAL CROSS SECTION g Sowls w% SId .. Bolt SEE NOTE J.- r4-'\ VERDCAL CROSS SECTION g Pubb k Access Sm Notes: 1. S01tem is 17. M 32, 34, 35, 36, 37, 38 !, 39 ore attached to Jambs w/ (3) RB X 2-1/7' pfh screws of each end. Sm nem is 16 a 33 are attached to Jambs w/ (2) 08 X 2-1/7' pfh screws of each end. Sm nem t IS Is attached fo Jambs ufFSng (2) t 10 X 2 pph SMSS at eoch end.ro OZ --Z 2. Side6re assembly screws located C from each end (2 screws along A). '{ R q ip tJTERIOR EXTERIOR 63 61 // r"Iss Ogg` In -, ^ ' oZ D(IERIOR INIFRIOR 0 * i u 41 40 41 42 7 16 17 lg 33 34 3 336 37 SEE NOTE 1, n SEE NOTE I ^ f W l i'S`• ' ` %:rw `;'}>;::t7."li.Y IIL of O e 2 u CAM 8110116 = 7 swe N.T.S. e i_ dD Ma er•. A amL or. LFS D ROM Nos g mt." SM 3 D or I" sMar G a H 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION S aughs -,ft SM 8 Srlwwnw/ bmiafoce Bolt I. -L SEE NOTE 2 77 7S MINIM SEE -0-1 2 E, S VERTICAL CROSS SECTION g Inswing Sm n O e 2 u CAM 8110116 = 7 swe N.T.S. e i_ dD Ma er•. A amL or. LFS 6 VERTICAL CROSS SECTION I ROM Nos g mt." SM FL -20461.6 c or I" sMar G ASTRAGAL 4' PYP.) ir (n'P ) II 111 II 111 II III II 111 D III HEAD & JAMBS II TYP) 11 HEADJAMBS II )TYP.) U II III II III II 2XBUCK I I I II III II Yp•) III II III 11 III II 41 U III II ^ O III III II III II III II III II III II III II 111 11 III II III II III II XX MASONRY TYP.) 2X BUCK ANCHORING ASTRAGAL JAMBS I pYP 1 r flYP•)) ir PYP.) * II III II III II III II III ii III Lk N.T.S. G owl JK c or.. LFS mo NW F1-20461.8 ELT 9 or14 JS g pyo oW 51 III11 U. z c m d sa.;= g E i `Zo e Id W IL Lk N.T.S. G owl JK c or.. LFS mo NW F1-20461.8 ELT 9 or14 DIRECT TO MASONRY P HEAD TYP.) DIRECT TO v MASONRY N JAMBS — TYP•) L )2XBUCK 1XBUCK HEAD d JAMBS TYP.) SILL D ) I ASTRAGAL 3• (TYP.) 7" FYP.) I SEE DETAIL 1 ISHEEI 11) BUCK PYP.) DIRECT TO NMASONRY JAMBS TYP•) FRAME L, d ITYP•I O SEE DETAIL 2 SHEET 11) 11 I XX OXXo MASONRY IYP.) FRAME ANCHORING I I yL2XBUCK 1111111,, J' I A. „ 3) /8 x 2.1/T %''•... PFH WS JAMB TO HEAD DETAIL io(`\` n„ „ P\ J D 0 m t IYP.) maz DIRECT TOgip MASONRY ASTRAGAL JAMBS 0 zo z m v 9 a F N g 0 0` mu`u HEAD 3' () P•I 7' fTYP•) 3 OYP•) 7- (TYP.) 3 (TYP•) EE o z SRL D p Btu j TYP. I I SHEET 11) I I I I DIRECT TO NMASONRY JAMBS TYP•) FRAME L, d ITYP•I O SEE DETAIL 2 SHEET 11) 11 I XX OXXo MASONRY IYP.) FRAME ANCHORING I I yL2XBUCK SEE DETAIL I SHEET 11) HEAD & JAMBS t TYP•) F PP.) SRL D SEE DETAIL 2 TYP. I I SHEET 11) I I I I I I I I IE tq C1 O c m. JK 1 or: LFS wim 1W FL -20461.8 0 -Lo orj-t 4 k 111111111//jI t252x T TO KRYtcnCK 81 O ' C. N't i ` 0 = Lo;n DETAIL 1 LATCH A DUDBOLT DETAIL SEE HINGE---`(' ` TAILN 9 621 Standard AstragalS1A a Pole O Heod SCNage / Kwllaet DEIAIL ') dx LATCH i DEADBO DE— V A 4 ° m d n i° 0 Cc T^ i3 8 DIRECT TO Tu SD LLATCH N MASONRY a EEADWITAIC, DRUB G Mx BUCK to a o T 25 2X BUCK 78 g 8 tLEB o 81 DETAIL 2 G p A o oho g 3 o Standard Astragd Sdke Plate O SB a N DIRECT TO DIRECT TO G N DIRECT TO uu MASONRY MASONRY MASONRY ASTRAGAL 4 8 > 8GIxBUCKIxBUCKQGlxBUCK ASTRAGAL DETAIL 1 & 62 Latch and Deodbolt M 1 Lock Mullipdnt Lock ShOce Plate O Head x 25 2x BUCK 80 2X BUCK K 2S 2X BUCK 0 80 0 0 N N 0 64 HINGE JAMB O e z s " e 63 DETAIL t DETAIL 1 79 k-ft OuWAV G DETAIl2 Cglcl Astrogal Stfta Plate O Head Coaltd A4111 at 1 a Pble O Heod Shown w/Surface Boll Stfte Plate Stwwn w/ Sulloce Bdt Sbp a Pbte L 2X BUCK I.Wtlpoblt Lock StrOro Plate O a 8 G 29buwbv G 1XBUCK _ 64 M DIRECT TO MASONRY 0 44 ' z a° 63 23 WL. 8110116 G DETAIL2 79 N.T.S. 9nW-,fQ DEGIL 2 Outing 1/I 0 HOLE Md*mcint lock $*a Rote O S®°°" JK e 62AstraWBOH0160SM HINGE DETAIL aK W. LFS a shomalty a Boll SROmttee P®iote Shown t°`e °°u sno ° Plate MULTIPOINT LOCK STRIKE DETAILS DRUM yes I.g LATCH & DEADBOLT STRIKE DETAILS —1t aJ-4- BACKBEDDING COMPOUND SHOWN W/IIT GLASS BITE CUT-OUT IIT- 9/lorTHK. GLASS PANEL \ o 5F-71 /lr TEMPERED GLASS lox I -11T --j PPH PLASCREW DURASEAL ALUMINUM OR STEEL SPACER @AL,IIING DETAIL SIS U. trona watas BACKBEDDING 6 COMPOUND 1/I GLASS BITE 1' * THGLASSHK ' pi j I/9' TEMPERED GLASS I: AIR SPACE bil I /r TEMPERED GLASS PPH PLAS'TCREw 3B DuRAsEAJL ALUMINUM OR STEEL SPACER @ LAIING DETAIL" G In. BTS We Hone Sidelles INTERNAl. GRID (GBG) HUNAL GRID (GBG) Optbnd Aluminum Spacer) 9/16' INSULATED GLASS INSERT OPTIONS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND Opfwd Aluminum Spacer) (AkM-M SPO -4 I" INSULATED GLASS INSERT OPTIONS V-! -,V-! 'k 1 .1, 6 pi j 3A I/ravnBGlallnp I: 5 IL bil 0 M WL N.T.S. IL ft JK L Im. LFS wm mm FL -20461.a M J2, OF 3A I/ravnBGlallnp I: bil 1-T nom E 6 1 WL N.T.S. IL ft JK L Im. LFS wm mm FL -20461.a M J2, OF 7.57* 7s gM=G THRISHO 9m=--1-, 1N,=-- ACQLjstoblftMll7-lfr B.O.Reffllffsm 4.W 4.W tq INSWING ' k THRESHOLDNO 38 INSWING iNRESH010 Pd SM SnvAiO Cauopoalle AdJsMobleR 5.7S 5.77* 9 G THRESHOLDHO'02=0 —.. d.t. Okl. Sm I -W (&=G THRESHOLD Ad)AWO SM VS 111o, @j=G MEMO d.l. C1.1. A 5.75 I 10 7- 01 1 I k— 1.7r --4 1.92' INSWING THRESHOLDa 2W36o0.. —0.R 1. dOS',WI SI In C5 10 SWEf C; 236 ---.4 OmooD AMp @201M.—CISIP"HO10 TH 010 Composite I C—' — 5.7S BREAK RUSH BOL' RETAINER ad CZ* ggE. 00 tj oo6r C4 FLUSH BOLT 0.067 FLUSH RUSH 80 MAINE @M"LI G RESHOLD ZO COASTAL ALUMINUM ASTRAGAL a SI nQ 2.11r 2.13- 2.114C T- I r -T-- 110 16 N.T.S. I K - TX LFS 75 SIDEI/IE SPACER 76 SIDELRE SPACER 77 SIDEIIIE SPACER ORMING OL FL -20461.8OubwYg Moderate Ckwla Threshold 1. 73 OF 14 ANCHORS ANCHOR::•;;>;;•. MIN: ": •' MIN:.GLEARANCE' MIN: GLEARANGE TYPE::;41 111111111 /!!! r q* iOMASONRY..;:%`,: TO:AWACEM; nw TAPCON BILL OF MATERIALS t•t/,' r BILL OF MATERIALS ELCO 4 REM / DESCRIPTION MATERIAL REM 1 DESCRURON MATERIAL I1Wl • 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 v C 1 /4" MAX. SHIM SPACE 29 4" X 4"HINGE STEEL D 1 /4" X 2.3/4" PFH ELCO OR RW CONCRETE SCREW STEEL 32 INSWING THRESHOLD AIUM/COMP rllll Lon E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 33 INSWING THRESHOLD ALUM/COMP 1111 da'oo 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE INSWING THRESHOLD ALUM/COMP UN •; F 10 X 2" PFH WOOD SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP 0;i 9modmG3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP n n yjI1/4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP J 5LL64 4 J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP E 0 z° o K 8 x 3" PFH WOOD SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP p L 10 X 2-1/7' PFH WOOD SCREW (1.1 S' 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 (UI) 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 bl IVES #454 SURFACE BOLT (8" LONG) STEEL 1 JAMB (FINGER JOINT PINE) WOOD 62 SURFACE BOLT STRIKE PLATE (INSWING) STEEL 1 r b WEATHERSTRIP (MEDIUM REACH) FOAM 63 10 x 7' PFH WOOD SCREW STEEL — O 7 WEATHERSTRIP (LONG REACH) FOAM 64 SURFACE BOLT STRIKE PLATE (OUTSWING) STEEL C 8 SWEEP VINYL 75 SIDELITE SPACER (INSWING) PVC G 0 ro 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 16 SIDELITE SPACER (OUTSWING) PVC 0 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC IL a Y 11 # 10 X 1-3/,('PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE HEAD STEEL 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE ®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 0 19 STANDARD ALUMINUM ASTRAGAL ALUM pN W O 20 COASTAL ALUMINUM ASTRAGAL ALUM CONCRETE ANCHOR NOTES: c 23 10 x 3/4" PFH WOOD SCREW STEEL I. Concrete anchor bcalbnt of the comers may be adjustedd to maintain the min. u edge msfance to mortarlofnh. o 24 10 x I" PFH WOOD SCREW STEEL z Concrete anchor locations noted as *MAX. ON CENiER•m usf be adjusted to 25 8 x 2-1 /7' PFH WOOD SCREW STEEL maintain the min. edge dMance to mortar joints. additionalof concrete anchors 3 26 8 x 5/8'PFH WOOD SCREW STEEL rro the 'MAX ON ore not exceeded. a 4—.. u Mie 8/10/1 6 i wAL N.T.S. ° owo er X m' CAL ft LFS ; WOOD SCREW INSTALLATION NOTES : oRww M. a fL-20461.8 oI. Moinfabl o mum 5/B• edge distance, t' end stanee, t: I' o.c. spoeing of sr s or 4 0woodscrewstopreventftspOttfngofwood. ANCHORS ANCHOR::•;;>;;•. MIN: ": •' MIN:.GLEARANCE' MIN: GLEARANGE TYPE::;41 q* iOMASONRY..;:%`,: TO:AWACEM; EDGE.': :':....ANCHOR.`.:: nw TAPCON 1/4- t•t/,' r ELCO 1/,• 1-T/4' 1' 4' UURACON I1Wl • 3/ld• 1.1/4' AS SHOWN 1-1/Y TAPCON cENTER•dtmeruton ANCHORS ANCHOR::•;;>;;•. MIN: ": •' MIN:.GLEARANCE' MIN: GLEARANGE TYPE::;41q* iOMASONRY..;:%`,: TO:AWACEM; EDGE.': :':....ANCHOR.`.:: nw TAPCON 1/4- t•t/,' r ELCO 1/,• 1-T/4' 1' 4' UURACON I1Wl • 3/ld• 1.1/4' AS SHOWN 1-1/Y TAPCON THERMANTRUe DOORS Fiber -Classic. & Smooth -Stara COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INS WING/OUTS WING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 6th Edition 2017) Roddo Building Code (FBC) structural requirements excluding the Ngh Velocity Hurricane Zone' (HVHZ). 2. Product anchors shol be as tried and spaced as shown on detals. Anchor embedment to base material shoo 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 L R301.2.1.2. 4. For 2x stud froming eonshuetlom anchoring of these units shoo be the some 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-Cbssic L SmootMStor Door panels require the use of 7 port numbers and must be stained or pointed wtlhln stK months of frnlaBotlon. TABLE OF CONTENTS F37,11FRAME_] WIDTH Z o ° E X M o f TrQ'tip Z C;; uZ 9m' do 4+ mnia See Sheet 4 for Hardware Specifications n: JK aoc + LFS FL -20461.9 1 I OF jj3 DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIG. LIfE INSERT DOOR GLAZING LOCK HARDWARE INSWING OUTSWING MAX. D.L.O. POSITIVE NEGATIVE POSITIVE NEGATIVE X Up Ute 21.12" X 63.12" latch L Deadbolt SO.0 S0.0 S0.0 40.0 x Multipoint +50.0 -50.0 +50.0 SD.O x Moldedlatch Open 21.12" X 63.12 L Deadboll SO.O S0.0 SO.0 S0.0 x Mullipolnt +55.0 -S5.0 +60.0 60.0 x Flush Glazed 24.12" X 63.38" latch L Deadbolt 5S.0 6S.0 55.0 55.0 x Mullipolnt +5S.0 -6S.0 +5S.0 SS.O x Flush Glazed 26.0" X 63." 38Mullipolnt latch L Deadbolt S5.0 6S.0 SS.O SS.O x 1 +50.0 40.0 +50.0 50.0 See Sheet 4 for Hardware Specifications n: JK aoc + LFS FL -20461.9 1 I OF jj3 mmmic HINGE STILE CAP (ENGINEERED WOOD) HORIZONTAL CROSS SECTION Shown w/ up ute Gloav 0.406' 1.196' tCOMPOSITEHINGESTILEGIG2 EXTERIOR INTERIOR MOLDED OPEN STILE CAP (ENGINEERED WOOD) t-2'\ HORIZONTAL CROSS SECTION ll2 Shown W/ up to Ckwrkg FPANEL WIDTH 3 - wx,DOO 0W x D.L.O. UP LITE GLAZING 0 A Ll 35.813' MAX. DOOR] PANEL WIDTH 0-7 MPOSITE CAP 12.YLONG LVL) (ENGiNERMWOOD) 1.19r i i F-- 0.406' CAP LOCK BLOCK 'STILE 12,7LONG WOOD) (ENGINEERED WOOD) 35.8ITMAX. DOOR PANEL WIDTH r4-"\ Ed X e1 g!DOOR PANEL 42 UI Door TOP RAIL COMPOSITEANGINEERED WOOD) 33 V.* FOAM CORE POLYURETHANE- 1.9 PCF MIN.) MOLDED OPEN STILE INTERIOR EXTERIOR iNTERKOARrEE)MIOR GI G2 GI G2 RBERGLASS SKIN 073 BOTTOM RAIL 1.71* (COMP.) ri\ VEIMCAL CROSS SECTION /-4-'\ VERTICAL CROSS SECTION 2 Shown W/ up Ufa utav \,2 Shown w/ Up Ufa Glozing ig DAM Im ft JK I FL -20461.9 0-7 MPOSITE CAP 12.YLONG LVL) (ENGiNERMWOOD) 1.19r i i F-- 0.406' CAP LOCK BLOCK 'STILE 12,7LONG WOOD) (ENGINEERED WOOD) 35.8ITMAX. DOOR PANEL WIDTH r4-"\ Ed X e1 g!DOOR PANEL 42 UI Door TOP RAIL COMPOSITEANGINEERED WOOD) 33 V.* FOAM CORE POLYURETHANE- 1.9 PCF MIN.) MOLDED OPEN STILE INTERIOR EXTERIOR iNTERKOARrEE)MIOR GI G2 GI G2 RBERGLASS SKIN 073 BOTTOM RAIL 1.71* (COMP.) ri\ VEIMCAL CROSS SECTION /-4-'\ VERTICAL CROSS SECTION 2 Shown W/ up Ufa utav \,2 Shown w/ Up Ufa Glozing ig DAM Im ft JK I FL -20461.9 0.7- 1.19r T - COMPOSITE HINGE STILECAP ( ENGWEERED, WOOD) 0.4W— u S COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 31*0'MAX. DOOR j PANEL WIDTH 3 t2 26.0' MAX. D.O. cd L. FLUSH GLAZING) X @ PD0002 PANEL BOOKorr43Do G3 t.198'—M COMPOSITE CAP LOCKBLOCKWsTILE HORIZONTAL CROSS SECTION ( 11MONGWOOD) (ENGINEERED WOOD) Shown wl Man utiang 127S' G3 EXTERIOR 0.406' MPOSITECO CAP INTERIOR 1pikl— LOCK BLOCK SM.E t-2 HORIZONTAL CROSS SECTION (12.5' LONG WOOD) (ENGINERED WOOD) Shown w/ Hmh Ciiaong 35.813' MAX DOOR PANEL WIDTH 35,813' MAX. DOOR PANEL WIDTH gA UI Doorx4SUlDoor TOP RAIL COMPOSITEANGINEERED INTERIOR EXTERIOR G3 G3 FIBERGLASS SION 0.073-THL) BOTTOM RAIL -"---- COMP.) 31 VERTICAL CROSS SECTION/ -4-'\ VERTICAL CROSS SECTION Shown wl Ron G=M \, Shown wl HM Gkizng I— N.T.S. I FL -20461.9 IF 3 OF3L I tj SEE HARDWARE CHART V A. MODEL KNOB: FS SCHLAGE od)-- d DEADDOLT.' 660 KNOB. SIGNATURE SERIES KVAKSET DEADBOLT. SIGNATURE SERIES (960) 1 HOPPE MULTIPOINT: HLSIMOSERIES1 pi 3 pl. Manual Tongue) V A. a.. its od)-- d nom0 pi z f\ cc 56.2 Ma. 111 I II t' I11; ISI 0 - 111 i 'II'© u Fiber-ClassklSmooth-Stor Door Panel Options Panel options dvwn are for bisiration ancl are representailve only 005 =.— drn5w glared panel confIgurallons cwe allowed) 11111111/lll D E V N*Q- p C D. S• . iii %• •• at 4`n o c a n f 4m s o = Eo. i Ezm u 2 40 41 42 E5 43 44 45 a a EXTERIOR INTERIOR Ott m 1 VERTICAL CROSS SECTION EMB. Ind E SShownw/ 2X E B OutAft show I P—Ing *nDor) GIC B o =o rcv e L C a a 0.1 S CdINK 0.1 S C-SINK PW) L 1 1 e D 4 C p Na 2 6 6 B INTERIOR INTERIOR u N_ e IMIKMIM i e 23 24 EMIOR E7GMOR 40 41 42 40 41 42 27 an 6 1 16Z t-1/4•AAIN. L 29 EMB. PYP.) 45 43 44 4S 1 t•t/4'MIN. s sru N.T.S. - 43 44 s o+c. tn: JK • 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION COL n: LFS 3 S Shown w/ 2x BWksnown Outswing shown (buwhg simDor) S w/ 2x Buk Outswing shown IB+svAng *nDM Memo "W FL-20461.9 c spm 5 or 13 0 1-1/4' EMB. 1 X Buck to be secured to mosorvy by other 2 HORIZONTAL CROSS SECTION shown w/ ix6 Outsrwft shown (Inswing slWar) O EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Olown uhv& g shown (1nsw4 g singar) mmm 3 HORIZONTAL CROSS SECTION k.,VShown w sub -buck Ouhwing shown (Inswing dmOarl q uu1 01 rru o 40 K P§ 611$ O Z o N n 3 31%. 9mE mon` CE_ E0 o 1.1/f MW. EMB. (TYP.) NM I I t 611116 i of N.T.S. ° stt: A o L 110- WK; reWK; ua rt FL -20461.9 c m 6 °r 13 1.5' MAX MMOR M IN1EItI0R 1 VERTICAL CROSS py S EcnON gvywn7 OutyM georly w,,t/ 4-9/1 C Jamb 0 FMB. PYP.) alL EXTERIOR 4 VERTICAL CROSS SECTION 7 Shown MCI to Masor' DIRECT TO MASONRY MAX. DESIGN PRESSURE: Outswl"9 0"ly "/ 6-9/16 Jamb w/ STANDARD STRIKE = 155 PSF w/ SECURITY STRIKE = 160 PSF 4 N a Tllt u o EXTERIOR 1 •I/4 MPI. 1-1 /4 MW. FMB. PYP.) FM& PYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION S HORIZONTAL CROSS SECTION 7 Shown Dtrect to M.I..y 7 Shown Direct to Masonry 7 Shown Direct to Mosonli Outswing only w/ 4-9/16 Jamb Outswing only w/ 4-9/1 C Jamb OutrMng only w/ 6-9/16 Jamb 1.1/4 MIN. wc: 611116 11 FMB. PYP.) s'.,^ N.T.S. HORIZONTAL CROSS SECTION W& ow: A c 7 Shown Wed to Masom aoc m LFS Outswing only w/ 6.9/16 Jamb DPAM Mo.: c A.-20461.9 alzOWZor ], Notes: 1. SIA Item N's 17,18, 32. 34, 35, 36, 37, 38 &39 ore ottoched to lambs w/ (3) #8X 2.1 /T pfh screws of eoch end. S® Item N's 16 & 33 ore ofloched to )ombs w/ (2) N8 X 2-1 IT pfh screws of eoch and. Sia Item N 15 h ottoched to )ombs ufWft (2) N 10 X Y pph $W of eoch and. INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION g Inswing Sm SEE NOTE 1 3 VERTICAL CROSS SECTION g Outswing SW INTERIOR EXTERIOR i" 2 VERTICAL CROSS SECTION 8 bowing so SEE NOTE 1 4 VERTICAL CROSS SECTION g NblIC Access Sill kLL N.T.S. 3 D. er. JK e Call LFS WMW No: a a Fl. -20461.9 c a - or 13 O 2X BU( MASONRY 1YP.) a SUCK ANCHORING e' t! O FRAME ANCHORING F(3)#Bx2-1/T I'M WS JAMB TO HEAD DETAIL PYP.) 4 a 0=rmN: L 2X BUCK J 1X BUCK BUCK C;; N •; M DIRECT TO N MASONRY FRAME Z° lhHFADbJAMBS d e' t! O FRAME ANCHORING F(3)#Bx2-1/T I'M WS JAMB TO HEAD DETAIL PYP.) 4 L 611116 W N.T.S. i er JK m L m: LFS 3 aao Na FL -20461.9 c njor13 " a 0=rmN: C;; N •; Z° 44ccE K, 7LL V ] L 611116 W N.T.S. i er JK m L m: LFS 3 aao Na FL -20461.9 c njor13 " 2 s; 111111111///// d U:uitEiy^n to 41107 S 28 p Tip ////// P ``>°a ZX BUCK SEE HINGE ljll 11111 1' o m o IX BUCKG DELAIL (IYP.) as $ r •: _ DIRECT TO M 26 (} E c. = m e u MASONRY \ , ( 9 ca Vv a E ZX BUCK 'j$ IX BUCK G p g O o 27 8 O S GAI1 2X BUCK ?° DIRECT TO M g) MASONRY 1 X BUCK G LATCH a DEAWhat DETAIL DIRECT 70 MASONRY M 31 aKwiklet SEE LATCH TONGUE STRIKE DETAILAML411point 32XBUCKLaDDEIAILSEELATCHmto gIXBUCKG8 DEFAIL 6 c CRECT TO MASONRY M Sub StnkePlots of O 2X BUCK28 B IX BUCK ZZ STRIKE JAMS HINGE JAMB STRIKE JAMA DIRECT TO M n 2X BUCK i5 Lotch and Deodboll M MASONRYLn30i z IX BUCK G DIRECT TO M 27 u N MASONRY L 2X BUCK LATCH a DfADBOIr DETAIL 4' 29 G IX BUCKLATCHaDEADeoLrDfruL sauoee 8B M DIRECT TO MASONRY MULTIPOINT LOCK STRIKE DETAILSMASONRY LATCH & DEADBOLT STRIKE DETAILS DIRECT TO Standard Deadbolt Strike Plate) M MASONRY 24 23 3 Z U Iwe 611116 i sale N.T.S. DEADBOLT STRIKE DETAILS HINGE DETAIL ,,,• JK Security Deadbolt Stnlce Plate) as m LF'S ; WAWW No. R FL -20461.9 u sm f0 1111III offrr r BACKBEDDING COMPOUND N : i * 0 r! a 2' stlowN wi* LAS ctAss tT11E c'c `' '> '' °'' UT PANEL1/?- 9/16'1HK GLASS!: I/'TEMPEREDGLASS 21.17D.L0. 1 II P1 1112co 6INTERNALGRID (GBG) INTERPW GRID (GBG) YyIDTM 8n ,.z AIR SPACE v o a i (Optbnol Alurldlxlm Spacer) I/B• TEMPERED GLASS „ t E z619/16"INSULATED GLASS INSERT OPTIONS \ 9 u;4 PPDURASFAL ALUMINUM OR SIS SPACER u i GLAZING DETAIL v Gl BTS Ule frame E a DoorPoneh aBACKBEDDING %' ;"• 1 oCOMPOUND1?GLASS BOE SHOWNw/ 1'1HK GLASS MOLDED OPEN = PANEL IXTEMPERED DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT O AIRSPACE .,• `3 gl 1/B'1FJAPERfD GLASS 610 x 1-I/7 PPH PLASCREW 3B DURASEAL. ALUMINUMINTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND OR STEEL SPACER (Aluminum Spacer) GLAZING DEfAII (Optional Aluminum Spacer) Al 2 ute Frame Door Panel I" INSULATED GLASS INSERT OPTIONS N + m Do 610X1.1/2 31S_,a e ac IIT GLASS SITE --{ PPH PLASCREW BTS Full Life Frame S/B"THICKGLASS )"^ DOOR PANEL I/LT' TEMPERED GLASS i AIRSPACE I y 1/@'TEMPERED GLASS0211' COMPBACKBEOUND DURAS TEE ALUMINUM INTERNAL GRID GBG INTERNAL GRID GBG _T a — ZCOMPOUNDORSTEELSPACER ( ) ( ) PRIVACY INSERT I - 11 1OptionalAluminumSpoceQ ame 611116 PoshGLAZING DETAILir G3 Door 5/8" INSULATED GLASS INSERT OPTIONS t s is N.T.S. BTS UTE FRAME BTS LIFE FRAME DWa Be. JK m 3A I/r a 9ns cbino 3B I. Glaft ca Be LFS owewc No, FL -20461.9 c 7.59' 32 INSWING THRESHOLD ACQWobla A 7-1/2' @L=lLG W. RTHRESHOLD ed SM 5.75 qG 'HISH010l=—l.d.,. Ck.18 So I raw @.L=G 1HREMOID. Moderate CW to sm gL= TiredBaste G WIS0'0H SWC so 4W r! 37 INSWING piRg 2.96' 2 fated RIM SOCE, 3omma 5.V 6 1.0 4W R a: f E o ot j- rq 38 INSWING iHRESHOID GSIHMHOID 9 lable S3 5.77* 4.56! Fi T 39 INSWING iHRESHOID DoM, @MC. Z, G, *20-1 5.7S' C S PUBLIC ACCESS THRESHOLD • C.O.Gl%IESH010 t. *.Si I I I I'll-lz WL 611116 Stmm N.T.Sb 2116' L—T Oft ft. JK ICHL or l FS C;SWEET SWEET SWEET FL -20461.9 10"" NO, ANCHOR':, ANCHOR MIN:;::'':: MIN:.CIEgRANCE. MIN.•G EAR.4NCE 1111111111//// EMBEDMENL,:. 70MASONRY.:_:TO;ADJAGENf_ EDGE'.'s:::::.-. ANCHOR ITW • BILL OF MATERIALS 1.1/P Y L OF MATERIALS BILID TA CON lIEM / DESCR!/IION MA1fR1A1 REM 1 DfSCRIPIION MAlER1Al d" t2nA1XBUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL 1.1/d" ASSHONM B 2X BUCK (SG >= 0.42) WOOD 26 8 x S/8" PFH WOOD SCREW STEEL zt0 m C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL LD1\\=an D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL t1.1111 G 1\\\ J ' 11 1 E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL Z m O 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL 8••Z X G 3/16" X3.1/4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL M Ep _= 200 Cp CW J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH S DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP aFcgmaa L M 10 X 2-1/7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL STEEL 31 32 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) INSWING THRESHOLD ALUM/COMP ALUM/COMP D Zo N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 0E a 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 24 10 x 1"PFH WOOD SCREW STEEL 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) g m o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) l7 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) c m 18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) I 22 8 x 3/4"PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 23 # 10 x 3/4' CONCRETE ANCHOR NOTES: it = In 1. Concrete anchor locoffm at the comers may be adJusted to maintain the min. zz edge distance to mortar Joints. 8 2. Concrete anchor locations noted as 'MAX ON C64Mr/oust be adJusted to 5 mafntaln the min. edge didonce to mortar Joints, adm6aol concrete anchors may be requied to ensure the 'MAX ON CENTER" dlmension are not exceeded. D I Concrete anchor table: a 4 Na NCO z z o° aW- 611116 N.T.S. DO or JKWOODSCREWINSTALLATIONNOTES: o11. urn. L FS 31. Maintain a rNNmum S/6" edge distance, 1' and distance. d I' o.c. spacing of wood screws to prevent the spOtNrg of wood. DDA1 W "D- ° FL-20461.9 0 pun .L,Z w 3 O ANCHOR':, ANCHOR MIN:;::'':: MIN:.CIEgRANCE. MIN.•G EAR.4NCE EMBEDMENL,:. 70MASONRY.:_:TO;ADJAGENf_ EDGE'.'s:::::.-. ANCHOR ITW • 1/d' 1.1/P Y d' TA CON ELCO 1/d' 1.1/4' 1' d" UITRACON ITW • S/16' 1.1/d" ASSHONM 1.1/2" iA CON PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U 1) 24 10 x 1"PFH WOOD SCREW STEEL ANCHOR':, ANCHOR MIN:;::'':: MIN:.CIEgRANCE. MIN.•G EAR.4NCE EMBEDMENL,:. 70MASONRY.:_:TO;ADJAGENf_ EDGE'.'s:::::.-. ANCHOR ITW • 1/d' 1.1/P Y d' TA CON ELCO 1/d' 1.1/4' 1' d" UITRACON ITW • S/16' 1.1/d" ASSHONM 1.1/2" iA CON A THERMAITRU"' DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. The product has been evaluated and Is In compliance with the 61h Edition (2017( Halda Bullft Code (FBC( structural requirements excluding the'Hlgh Velocity Hunt" Zone' HVHZ). 2. Product anchors shop be as bled and spaced as shown on delob. Anchor embedment to base material stag be beyond wall dressing or stucco. 3. When used In areas requiring wind borne debris protection, this produce Is required to be protected with an Impact resistant covering that compiles with FBC Sections 1609.12 d R301.2.1.2. 4. For 2c stud framing construction. anchoring of these units shag be the some as that shown for 2c buck masonry construction. 5. Site condIllo s that deviate from the details of this drawing require further engineering onolysls by o kensed engineer or registered architect. 6. Hbet-Oassk d Smooth Slar Door panels require the use of -t pari numbers and must be stained or painted within sec months of Installation. TABLE OF CONTENTS r 37,7S' MAX. FRAME WIDTH o ° U See Sheet 4 rot Hardware Specifications wsr: 611116 CAL N.T.S. asa er. JK CML or. I FS F1-20461.14 103 _L ori DESIGN PRESSURE (SF) DESIGN PRESSURE (PST) CONFIGURATION UTE INSERT LOCK HARDWARE INSWING OUTSWING i 2 0;' '' POSITIVE NEGATIVE i o k 8•: y u i g EppSs Zm• X a r 47.0 -47.0 X Flush Glazed Latch a Deadboll See Sheet 4 rot Hardware Specifications wsr: 611116 CAL N.T.S. asa er. JK CML or. I FS F1-20461.14 103 _L ori DESIGN PRESSURE (SF) DESIGN PRESSURE (PST) CONFIGURATION UTE INSERT LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite Latch S Deadbolt 47.0 -47.0 47.0 -47.0 X Multipoint +47.0 -47.0 47.0 -47.0 X Flush Glazed Latch a Deadboll 47.0 -47.0 47.0 -47.0 x Multipoint +50.0 -50.0 60.0 -60.0 x 3/4 Flush Glazed Latch b Deadbolt 45.0 -60.0 45.0 -45.0 X Multipoint +60.0 -65.0 60.0 -60.0 See Sheet 4 rot Hardware Specifications wsr: 611116 CAL N.T.S. asa er. JK CML or. I FS F1-20461.14 103 _L ori 401T Gt G2 TxtERtoR O.T or uF %• iCSV xJ) COMPOSITE HINGE STILE INTERIOR LOCK STILE C CAP CM) (ENGINEERED WOOD) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 2 0 3 6• Gl G2107 EXTERIOR 0.406' ter%>; ,,i•: r r COMPOSITE HINGE STILE INTERIOR CAP RE CAP (ENGINEERED WOOD) LE ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 2 360 MAX. DOOR PANEL WIDTH 3 2 i 21.13' MAX. D.L.O. 2 X Q A O f" @M,1 PANEL BooK 35.813' MAX. DOOR PANEL WIDTH W2 41 DOOR PANELHybAdDoor 35.81 T MAX. DOOR PANEL WIDTH @R PANEL UI Daa INTERIOR @W-1 FOAM CORE POLYUREIHANE- 1.9 PCF MIN.)— RBERGLASS SKIN- 0Xr THQ BOTTOM RML—, COMPOSITE) TOP RML COMPOSITE CAP W/ LVL ENGINEERED WOOD) r r r : EXTERIOR le i RBERGLASS SKIN C 12 0 BOTTOMbi CO m i u we 6 16az ii H •: A1 E zmz ozo 3d TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) a 8 0 FOAM CORE POLYURETHANE- o 1.9 PCF MIN.) c a INTERIOR EXTERIOR le i RBERGLASS SKIN C 12 0 BOTTOMbi CO i u we 6 16az IWALL N.T.S. ° 1.71' 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 2 2 ori ar. JK c+ac n: LfS FL -20461.14 Ery 3orZ pE)(1RtIOR 4.98Y os ar COMPOSITE j ?•r Ali CAP L7' COMPOSITE HINGE SALE LOCK STILE INTERIOR CAP (ENGINEERED WOOD) G3 )ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 3 3.S 0.406• EXTERIOR o.r a4o6• M S COMPOSITE t.:l'..,; %S <•t`p i CAP GE STILE LOCK STILE COMPOSITE(ENGNNEERED WOOD) G3 INTERIOR )ENGINEERED WOOD 2 HORIZONTAL CROSS SECTION 3 36.0' MAX 35.81T MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 3 3 23.81• DZO. WIDTH m C d 3 p is 6 p D DOOR PANEL BOOK MATT MAX DOOR PANRWIDIH DOOR PANEL HybAd Door @ DOOR PANELUIDoor G3 FIBERGLASS SKIN—”' 0.08? THK. f. • •i. BOTTOM RAIL COMPOSIE) 1'JI'—}—•--i 1 Y G3 N J y n R '""" 11.k 4RI Y OA n 11111 c; ID E oz m• t TOP RAIL TOP RAIL COMPOSITE CAP W/ i L LCV LEEREDW! Z LVL ENGINEERED WOOD) z n T y COMPOMP Stat, N.T.S. 1.71• -.-'-i one, er: JK a cc EDAM CORE 1„1: FOAM CORE POLYURETHANE - POLYURETHANE - 1.9 PCF MN.) m I rc Q 1.9 PCF MIN.) 0 u o G3 FIBERGLASS SKIN—”' 0.08? THK. f. • •i. BOTTOM RAIL COMPOSIE) 1'JI'—}—•--i 1 4 VERTICAL CROSS SECTION M V016 N0' 3 VERDCAL CROSS SECTION FL -20461.14 3 3 — , K ,d Y G3 y n R '""" 11.k omrTHK.) e n BOTTOM RAIL y COMPOMP Stat, N.T.S. 1.71• -.-'-i one, er: JK a cc 4 VERTICAL CROSS SECTION M V016 N0' 3 VERDCAL CROSS SECTION FL -20461.14 3 3 — , K ,d G3 FXIEtIOR 0.7 COMPOSITE INTERIOR LOCK MILE (LVL) CAP HORIZONTAL CROSS SECTION 4 m 3&0* MAX. DOOR PANEL WIDTH DOOR00* PANEL 1-00K mx 35.813'MA)L DOOR PANEL WIDTH @!go.fANEL 9 LOCK MILE (LVLT—uuh&K)mIt 7-1(rDoor Panel CAP r ], or COMPOSITE composm CAP 2"\ HORUONTAL CROSS SECTION CAP ll4 35.813* MAX. F DOOR PANEL WIDTH DOOR PANEL TOP RAIL O DAM CORE LYURETHANE 9 PCF MIN.) G3 G3 A - ,Rt FIBERGLAUSKIN WTHr-) but 611116 BOTTOM RAIL—--ffm w.*L- N.T.S.- m Ov' JKicomp.) 1.7 we It LFS 3-\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION w'mw 00' FL -20461.14 mm _!L OF 4L- 111 II I'{ 111 ' II II:.. ISI ISI ISI ISI 111 — 1, 010111i iND1111 I_I_ - Fiber-Classic/Smooth-Ston Door Panel Options Panel optbns stw tm are for Illutratlon and are replesentalive a.* dor glazed panel oonlgurokm are allowed) 1w -L N.T.S. 1 z m US 3 A" N06 R FL -20461.14 n N IINOR: FSl SCHtAGE DEADIOIT: 660 KNOB: SIGNATURESEIIFS DEADIOLT: S*MTUIE SEIZES (9110) HOPPEMUUIPOINT: MPDGART THERMTRU) 1 pt. Manual Tongue) 111 II I'{ 111 ' II II:.. ISI ISI ISI ISI 111 — 1, 010111i iND1111 I_I_ - Fiber-Classic/Smooth-Ston Door Panel Options Panel optbns stw tm are for Illutratlon and are replesentalive a.* dor glazed panel oonlgurokm are allowed) 1w -L N.T.S. 1 z m US 3 A" N06 R FL -20461.14 n N an nrrrrr A. 40:' D 1 o E v Ni $*O r! Pffo rr pilots% B i• 8•v= C 43 9m o 46 47 48 43 44 45 I 6 40 41 42 6 1 EXTERIOR INTERIOR c m' x Utz 1.1SMRV. m o 1 VERTICAL CROSS SECTT N o E 6 Shown w/ z( Buck OulWft shwm (h -ft slrn0or) E B B x C L C x OASI C31NK O.IS CSINK TYPI D D n a• 6 6 INTERIOR INTERIORI u JIMe L 4—. EXTERIORg24 e ' i o' 40 41 42 27 61111 s 021-t/•Mw L 40 41 42 29 43 44 45 1 t-1/4•MBJ. Sws: N.T.S. 9 EMB. (TYP.). 43 44 45 EMB. (TyP) mm K a464748 cm ft LFS464748 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION sumo „0. 6 outer shown Pmwtng slmBar) 6oLdsvft stro" (WAV sUrmor) 7X BUCK Fl —20461.14 c om 6 a 1s L 0 1-1/4 FMB. Ix Buck to be seaAW to mosonybyothers 2 HORIZONTAL CROSS SECTION St. W .0 4 a Out -ft sh— prowbV strmar) I y c INFERIOR 1 VERTICAL CROSS SECTION 0= ' s 1 INTEMOR F>=10 3 HORIZOMAL CROSS SECDON SOutswing storm (Imwtilg stmtlor) It] AL Na JK oc W. LFS AM NW FL -20461.14 w 7 ar 14 Op•J P I 1 111111 1` ZZ yob q ti\ E o po mud Z oE°E pp a b AL Na JK oc W. LFS AM NW FL -20461.14 w 7 ar 14 EMB. (IYP.) o EXTERIOR RIIMR 1 VER17CAL CROSS SECTION Outswing lyw/M9%I6 Jomb WHMR i •: 1.7 MAx. 1s MAX EXTERIOR NMOR 4 VERITCAL CROSS SECTION 13 Shown Dked DIRECT TO MASONRY MAX. DESIGN PRESSURE: Oulswingontyw 6-91) C pmb w/ STANDARD STRIKE = 147 PSF w/ SECURITY STRIKE = 155 PSF Be. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Shown Deed to Masonry $ Shown Dtent to M M/l6Outswingonlyw/4.9/1Sjamb putswingonlyw/49/16 Jamb 01 still :Q,, F--- S yM 6 1 16 i 4,— ^ EMB. (PYP.) WAL N.T.S. 6 HORIZONTAL CROSS SECTION a Shown DUed to Mosonroa or US 3 Outswing only w/ 6-9/16 jamb g o l u u R 01 still :Q,, U F--- S yM 6 1 16 i 4,— ^ EMB. (PYP.) WAL N.T.S. 6 HORIZONTAL CROSS SECTION m Shown DUed to Mosonroa or US 3 Outswing only w/ 6-9/16 jamb g o l u u R mo 8.:= c; E i W a s . U F--- 1-1/4'MW. yM 6 1 16 i EMB. (PYP.) WAL N.T.S. 6 HORIZONTAL CROSS SECTION JK a Shown DUed to Mosonroa or US 3 Outswing only w/ 6-9/16 jamb FL -20461.14 s1EET -&-- 14 G Notes: I. SU Item Vs 17. A 32, 34.35.36.37 S 38 are attached to lambs w/ (3) JI X 2-1 /2' pfh screws at each end. SII Item OY 16 6 33 are attached to)ombs w/ (2) OB X 2.1/2' pfh screws at each end. SII Item 0 15 Is attached to lambs utR ft (2) 010 X 7 pph SMS at each and. INTERIOR SEE NOTE EXTERIOR SEE NOTE 1 1 VEIMCAI CROSS SECTION, 9 Uuwi g SID FM • VOIAz e 3 VERTICAL CROSS SECTON 9 Ow." set FFIi lit. . • . SEE NOTE s •. .,•: 2 VERTICAL CROSS SECTON 9 uuwkv S® EXTERIOR SEE NOTE INTERIOR 4 VERTICAL CROSS SECTION y Puac ACC. SR OL en JK ° oc M LFS 3 Wowo Ipu ° FL -20461.14 c M •g ori 0 GIt o; dam, N•: i I 'o=gyp m 9) PFHWSn III/Ill lilt' j%% i > m cb 6 JAMB TO HEAD DEVIL TYP') h e i ou 1' (lYP•) o o 11 6 1 Lm' 2 D 4 HEAD a JAMBS L 2X BUCK, ° nP•) MASONRY J 1X BUCK W OPB41NO 2X BUCK DIREO TO N MASONRY FRAME-/TYP. HEAD & G G c Y JAMBS m Eq d BUCK O 0 N V) O zLD K MASONRY BUCKANCHORING FRAMEANCHORING ^ c O uo z WE 611116 i WALL N.T.S. ° D.D. K: JK o oqL m: LFS 3 DRAM* Nos C FL-20461.14 0 EU J 0 or 14 N 111111111//j/ O •' iii SEE HINGE !2 DETAIL(tYP.) o %V'•., ' yg` $ o on 28 2x BUCK LIr111111 = o cgz3' x BUCK G s ° MASONRY M 26 ' 0 k= D M 112 SEE TONGUE ` d n 8 STRIKE E TV.)P.)a 2X BUCK2$ 4 QIXBUCKG $ r l DIRECT TO M MASONRY LATCH A DEAD IOLT DETAIL 9 S § a Kw0ae1 2X BUCK SEE LATCH 71) 6 DEADBOLT - I X BUCK G DETAI p DIRECT TO MaocSEEIATCHMASONRY 31 2X BUCK L $ $ t DEADBOLT { o MAI glIXBUCKGi DIRECT TO LONGUE Y MASONRY M SUB STRIKE Moupomi MEW— PLATE 28 8 STRIKE JAMB HINGE JAMB STRIKE JAMB R Loch and Deadbdt MIA odc 2x BUCK '^ 22 IX BUCK G 8 2X BUCK 25 DIRECT TO Nl IX Bua( 'G b 27 8B 2XBUCK MASONRY 30 DIRECTNRY M 29 G IX BUCK m DIRECTTO ^ LATCH a DEADDOLT DETAIL M DIRECT TO MASONRY 'LATCH A DEADBOLT DETAIL n S&fte MASONRY^ 24 •- i LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS mm 611116x-N.T.S. ' 16N.r Security Deadbolf Strike Plate) HINGE DETAILIL °WG' ft JKJK cwx. x: LFS muwD D "D< FL=20461.14 sx r _LL or14 8 BACKBEDDING COMPOUND OPLCREWtADIURASEAL I/2' GLASS BITE 1/?- 9/16.1HK. GLASS1/6• TEMPERED GLASS INTERNALGRID(GBG) INIERNALGRID-(G8G) AIR SPACE(Opp Alimbrum Spacer) U8• TEMPERED GLASS 9 1N INSULATED GLASS INSERT OPTIONSINSULATEDGLASSINSERTOPTIONS810ALUMINUM PPHR STEL SPACER Gl GLAZING DETAILBTSUleHome DoorPaneb BACKBEDDNG COMPOUND 1/? GLASS BITE 1• THK. GLASS 1/B•TEMPERED rig GLASS NR SPACE 1/B• TEMPERED GLASS 81ox 1-1/7 PPH PLASCREW 3B DURASEAL. ALUMINUM OR Sll?a SPACER GRAZING DETAIL C' BTS Ule Fmme Door Pamb l/7lfr GLASS BILE --{ S/B•THICK GLASS DOOR PANEL 1/r TEMPERED GLASS NR SPACE 1 /B' TEMPERED GLASS BACKBEDDNG DURASEAL. ALUMINUM COMPOUND OR STEEL SPACER GLAZING DETAILG3 , Glo ng Door Porob DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT P IN GRID (GBG) NIERNAL GRID (GBGJ btlw BUND Optlonol'Abrr drum Spacer) (ANrilbwm Spacer) 1" INSULATED GLASS INSERT OPTIONS t" :: ]Or, 4DOT, INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT OpUoW Abmdnum Spocer) 5/8" INSULATED GLASS INSERT OPTIONS 6• DYP•1 m X 0 0 i h ll ninl 11 21.13' MAX 810X 1-1/2• D.L.O. WIDTH PPH PLASCREW BTS Full Lite Frame U. cZ I -T : ah: 611116 i I.S' 1S sur, N.T.S. m JK 3A BIS UIE FRAME $B 81S I1TE FRAME pa BY., LFS ; I/2 L9/16'Glminp 1•G DRANM NLS e 0 FL -20461.14 a 9— J2K1 NQ 33 INSWING 1HRESHOID BISW4 Bade Fd(ad SA 5.75 INSWING THRESHOIO buw4 0 Mod. to Olm°te SI IJw 5.75 35 INSWING THRESHOLD truwUtO Moderate dlrota A 36 INSWING 1NRESHOIDbu- Bala F.d S,V, C SO J 7s 37 INSWING THRESHOLD WvMg Bade Fixed 7-1? So 4 % c 4.S6' K PI 2 38 INSWING iHREfNOt!). WOOD JAM! H Cyt- n % z° { tl Conlpodle ACQ ataDb SO \ tl Ca. YY11 0 O 6 B2 SA ^ ¢ u ao 5,77" o= wgW -al 39 INSWING THRESHOLD , r OU SWING THRESHOLD 4uvAn0 Bade Compodle A*Aabte SO ° b SO 7.59' G o k INSWING IHRESHOID Ol11SWING THRESHOLD -1132anrAl Bade Canpodte Ad]Iatab18 S07-1 T co rw°slta ! Anurrnwn m 9! 6ff 4 5.75 O G 18 OUMMG THRESHOLD S ADA 1HRESHOLD an iZ u am- 611116 h -- F4 + WALL, N.T.Sa 1.97 JK m9 noc or IFS 3 P RGDRO910ILO: fi-20461.14 0 9NCTiQR i1NC-HDR;:- MIN:;CLEARANCE; JNINy`CIEq_RANC. 111unn Jrrr EMBEDMENL' 1.1/4'^ • 3c EDGEi=:"-• ANCHOR_-i.-. ITW • TAPCON 1 4" 2" 4" ELCO 1/4' BILI OF /MATERIALS 1' 4' BILL OF MATERIALS ITW• 9/16" 1.1/4' ITEM / DESCRIPTION MATERIAL REM i DESCRIPTION MATERIAL V,. Z i'e 07 ~ r! aA1XBUCK (SG >= 0.42) WOOD 25 8 z 2-1 /7' PFH WOOD SCREW STEEL i''•.. .....'f'P, E AZCconB2XBUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL rrr1J 1\\\` J O O s 11 H > „ • C 1 /4"MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4"PFH ELCO OR RW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL 11111 Z o6 8 E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 288 DEADBOLT STRIKE PLATE (SECURITY) STEEL h5g L 2 $ Z t{1 9 C G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL d N j O J 1 /4" X 3-3/4" PfH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP mnd ZL # 10 X 2-1/7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP S f1aM3/16" 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 g J 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE COMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 47 48 3/4 RUSH GLAZED DOOR PANEL (HYBRID) 3/4 FLUSH GLAZED DOOR PANEL (Ul o10SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP G m15PUBLICACCESSTHRESHOLDALUM40DOORPANEL (BOOK) G o16OUTSWINGTHRESHOLDALUM/COMP 41 DOOR PANEL (HYBRID) 0 6 d 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 LUSH GLAZED DOOR PANEL (HYBRID) 23 #10x 3/4"PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (Ul) - 24 # 3/ FLUSH GLAZED DOOR PANEL10x1"PFH WOOD SCREW STEEL 46 BOOK) n 0 r CONCRETE ANCHOR NOTES: Eel 1. Concrete anchor Locations of the comers may be adjusted to nmhtoln the min. m edge dhtonce to mortar Joints. 2. Concrete anchor locotbm noted as IMAX. ON CL3fW moat be adjusted to maintain the min. edge dlslance to mortar joints, additional concrete anchors may be required to ennm the 'MAX. ON C&JMrd1mension are not exceeded. 3. Concrete anchor table: dz n r n i z 2 U 11171: 611116 x° smQ N.T.S. 9 5 oWa.Im JK • asc W. LFS 3 WOOD SCREW INSTALLATION NOTES: mcwwm N ° 1. Maintain o minimum 5/8' edge distance. I' erld distance, d 1' o.c. spacing of FL-20461.14 ° wood screws to prevent the spilling of wood. a O 9NCTiQR i1NC-HDR;:- MIN:;CLEARANCE; JNINy`CIEq_RANC. EMBEDMENL' 1.1/4'^ • 3c EDGEi=:"-• ANCHOR_-i.-. ITW • TAPCON 1 4" 2" 4" ELCO 1/4' 1.1/4' 1' 4' UITRACON ITW• 9/16" 1.1/4' AS SHOWN 1•T/2" TA CON 47 48 3/4 RUSH GLAZED DOOR PANEL (HYBRID) 3/4 FLUSH GLAZED DOOR PANEL (Ul 9NCTiQR i1NC-HDR;:- MIN:;CLEARANCE; JNINy`CIEq_RANC. EMBEDMENL' 1.1/4'^ • 3c EDGEi=:"-• ANCHOR_-i.-. ITW • TAPCON 1 4" 2" 4" ELCO 1/4' 1.1/4' 1' 4' UITRACON ITW• 9/16" 1.1/4' AS SHOWN 1•T/2" TA CON THERMAITRU' DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INS WING/OUTS WING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and B in compliance with the 61h Edition (2017) Flortdo Building Code (FBC( structural requlremenh excluding the 'High Velocity Hurricane Zone' 2. Product anchors shall be as bled and spaced as shown on defo&. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In areas requiring wird bome debris protection, this product Is required to be protected wllh on Impoct resistant covering that compiles with FBC Sections 16M. 1.2 a R301.2.1.2. 4. For 2x slud homing comtrucilon, oncho ft of these units shall be the some as that shown for 2x buck mosoray construction. S. Site conditions that deviate from the details of this droving require further englneeMg analysis by a licensed engineer or registered arch ilecl. 6. Fiber -Classic a Smooth -Star Door and Sidefte panels require the use of 7 part numbers and must be stained or painted within six months of Installation. z 68.75' MAX O.A. FRAME WIDTH rrrr t t Pi 15-7 FRAME WIDTH 37.75 FRAME V WIDTH N WIDTH m TABLE OF CONTENTS ISS FRAME I SHEET 0 DESCRIPTION WIDTH 7yplcal Elevations,n Pressures a General 37.75 FRAME 2 WIDTH 10V Cross Sec 3 Door Panel Detah 11 4 Door Parol Detah 12 Rom AnOw" S Siddle Panel Defah 13 Hardware befalls 6 o 14 rah 7a IsCor B a vat Qoss I X O i 6 S ^ W a7 P G LL z 68.75' MAX O.A. FRAME WIDTH rrrr t t Pi 15-7 FRAME WIDTH 37.75 FRAME V WIDTH N DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) TABLE OF CONTENTS SHEET R DESOUPTION I SHEET 0 DESCRIPTION I 7yplcal Elevations,n Pressures a General Notes 9 Hortiontal o Vertical Cross Sections IDIract to Mo 2 Door Parol Details 10V Cross Sec 3 Door Panel Detah 11 4 Door Parol Detah 12 Rom AnOw" S Siddle Panel Defah 13 Hardware befalls 6 Elevations 14 rah 7a IsCor B a vat Qoss I 16 B9 of Moterbk z 68.75' MAX O.A. FRAME WIDTH rrrr t t Pi 15-7 FRAME WIDTH 37.75 FRAME V WIDTH N See Sheet 4 For Hardware SpecHlcatlons a oz OEE Tu s se N.T.S. wc. on JK sac or. LFS FL -20461.15 DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUISWING POSMVE NEGAUVE POSITIVE NEGATIVE XO.OX. OXO 47.0 47.0 +47.0 47.0 See Sheet 4 For Hardware SpecHlcatlons a oz OEE Tu s se N.T.S. wc. on JK sac or. LFS FL -20461.15 4F 0.51 GI G2 EXTERIORIOR 0 J-0.7. CO, SITE COMPOSITE HINGE STILE INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) rl-'\ HORIZONTAL CROSS SEMN 1 —0.406, 3.6 2@1GEXTERIOR r C HINGE STILE OMPOSRE COMPOSITE INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) ( ENGINEERED WOOD) t 2 HORIZONTAL CROSS SECTION 2 36.0' MAX. DOOR PANEL WIDTH 21ATMAX D.L.O. X 40 2 00' PANEL10 -OK 35.813• MAX. DOOR PANEL WIDTH t3 F 35213' MAX. DOOR PANEL WIDTH @L001 PANEL III 15;W TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) 70P RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) Rom it FOAM COR( POLYURETHANE- 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR GI G2 GI G2 FOAM CORE POLYURETHANE- 1.9 PCF MIN.) DMTTHL) BOTTOM RAIL COMPOSFM FIBERGLASSSKIN—"" 'r 'x OMTTHK.) 00TIOMRAIL-- OLMA13 - TCOMPOSITE) 3 '\ VERTICAL CROSS SEC17014 /4\ VERTICAL CROSS SECTION ll2 \121/ 1 n N. S FL -20461.15 IM 3 OFL6 o.s, EXTERIOR 4.982 T o.r 0-7 COMPOSITE CAP COMPOSITE HINGE STILE LOCK STILE JENGINEERED WOOD) CAP (ENGINEERED WOOD) G3 INTERIOR rl-"\ HORIZONTAL CROSS SEMN 0.406C EXTERIOR 3- 0 6 0o.r .406-1 COMPOSITE CAP L HINGE STILE LOCK STILE COMPOSITE GIN Wo CO r" CAP (ENGINEERED WOOD) G3 INTERIOR JENGINEERED WOOD) 360 MAX. DOOR PANEL WIDTH 23.81-D.L.O. WIDTH cd x O @_D=0011 PANEL 43 BOOK 2-"\ HORIZONTAL CROSS SECTION m 0 i; 35.813' MAX. 35.813' MAX. DOOR DOOR PANEL WIDTH r PANEL WIDTH DOOI1 PANEL Hybdd 45D— gOgOOR PANEL 1D.0m G3 FIBERGLASS SKIN 10.087THK.) BOTTOM PAIL COMPOSITE) 1.71* - v ------ IV -, A. a FIBERGLASS SJIUN!'Vj.. r! yo ci it pi coo BOTTOM RAIL COMPOSITE) E ZA 0o Top RAIL TOP RAIL 06 A. COMPOSITE CAP W/ COMPOSITE CAP W/ LVL ENGINEERED WOOD) LVL ENGINEERED WOOD) o z v Lq Z6 2 Al L FOAM CORE FOAM CORE in ct POLYURETHANE - a POLYURETHANE - 12 § 1.9 PCF MIN.) 1.9 PCF MIN.) 0 0 G3 FIBERGLASS SKIN 10.087THK.) BOTTOM PAIL COMPOSITE) 1.71* - 1-3"\ VERTICAL CROSS SECTION ri\ VERMAL CROSS SECRON r-- _11D FL -20461.15 1-- *4 — Ir G3 FIBERGLASS SJIUN!'Vj.. BOTTOM RAIL COMPOSITE) IMAM N.T.S. IDwr- M' JK r.Z a: LFS 1-3"\ VERTICAL CROSS SECTION ri\ VERMAL CROSS SECRON r-- _11D FL -20461.15 1-- *4 — Ir t.r G3 3.0 EXTERIOR 031 COMPOSITE INTERIOR LOCK STILE (LVL) CAP T HORIZONTAL CROSS SECTION 4 360 MAX. DOOR PANEL WIDTH e4 24.13' D.L.O. WIDTH s T Ed 4 I X g A P 46 DOOR PANELBOOK 35.813• MAX. rDOOR PANEL. WIDTH Ir 4i DOOR PANELNyeAdDoor bol z LOCK STILE (LVL) COMPOSITE %,oj •.. 7.10' Door Ponel CAP r-3.6•--1 COMPOSITE LOCK SIRE (LVL) COMPOSITE CAP / 7 \ NA017AWTd1 !`YAtt tC!'TIAIJ CAP 35.813' MAX. DOOR PANEL WIDTH 48 DOOR PANELUIDoor v G3 G3 rJs FIBERGLASS SKIN O.OBT THK.) BOTTOM RAIL--------Em— T1.T ( COMP.) I 17F -••I 3 VERMAL CROSS SECnON %41 VERTICAL CROSS SECDON 4 4 ZY ; c! c z g; N•• 9 = O= 0 V CZ0 scut: N.T.S. FL -2046 TOP RAIL COMPOSITE] FOAM CORE POLYURETHANE - i : l• 1.9 PCF G3 G3 rJs FIBERGLASS SKIN O.OBT THK.) BOTTOM RAIL--------Em— T1.T ( COMP.) I 17F -••I 3 VERMAL CROSS SECnON %41 VERTICAL CROSS SECDON 4 4 ZY ; c! c z g; N•• 9 = O= 0 V CZ0 scut: N.T.S. FL -2046 U u n I1q G2 GI _ 0.6C eel 0BJIFRIOR Ai *' O ^ Ito o0 STILE )WOOD) EXTERIOR E $ _ LS o u 1 HORIZONTAL CROSS SECTION 6 Up Ute Gladnp o = 4 6.MAX TOP RAIL •, PANEL WIDTH D.LO. WIDTH (COMP.) 2.625 )TYP.) I FOAM CORE POLYURETHANE- ' f 1.9 PCF MIN.) G O @s _ EXTERIOR INTERIOR a N G1 G2 g W FIBERGLASS SUN STS Ful Ute Frame BOTTOM RAIL^ z S G (COMP.) Z Do air: 611116 °: scar: N.T.S. SO SIDE E 2 VERDCAL CROSS SECTION ora or. JK o LIP UTE U E j Up Ule G m ft OWL ml LFS 3 muwue wo 0 0 F1.-20161.15 n pori o G r i 6d 11111111/I// 3 3 3 4 4 jj czi q 7 8 9 7 8 9 7 8 9 7 8 9 %: 11 mn rrlrrl 1 P1 I `% i h o w o a N .. Z& z0 V ^. 1\ m 7 77.);d 7 X ek 7 8 O X 7 ed o 8 1 9 9 c 0 g i i SEE HARDWAREf Lj J SEE HARDWARE CHART f s CHART G o 11 1 2 3 6 2 3 4 5 & 10 10 10 10 10 10 10 10 10 10 10 10 Y ET EVARON ET.EVATION xo oxo n s N 2 5 e Zi o k' a wn O 5n o z Z u° op sr— 6 N.T.S. 4 uw. or. JK m Fiber-Classic/Smooth-Star Door Panel Options cm ro LFS i Panel opllorll shown are for Illustration and ore representative only DK%WM "o,a sWar glazed panel configurallons ore allowed) FL -20461 15 0 SHM 6 or 16 G HARDWARE.TABLE .•:.•"•:: . KNOB: FSI SCHLAGE DEADBOLT: Bd0 KNOB: SGNATURE SERIES KWIKSET DEADBOIT: SIGNATURE SERIES (980) HOPPE MUITIPOINT:MPDGART THERMA•TRU) 3 pl. Manual longue) r Ih 71 0 nuurn uumun ,,, 1 1 O 1-1/PMN. I V 29 EMB. (IYP.) 1 HORIZONTAL CROSS SECTION Outswing shown(WcAV dmBod 0.1S'C-SINK bw TYP) l Z51SEENOTE1 S HORIZONTAL CROSS SECTION 7 J wlswoo sno` n pmwm s.W 0.1 S C -SINK 1YP) SEE NOTE 1 INFERIOR EXFERIOR 1.1/,' MIN. EMB. (PYP.) 2 HORIZONTAL CROSS SECTION Shown wi 2x Buc c 1.1 S MIN. M. PYP.) SEE NOTE 1 Notes: 1. Sldelte assembly saews locoted 6' hom eoch end An 6 more saews equdy spoced between (8 saews told per side Jamb). 2. S;deMa ossemby screws located 4' from each end (2 screws done V heod tomb). N EXTERIOR i// INTERIOR 3 VERTICAL CROSS SECTION 7out-" shown Inswing ) AL. N.T.S. a m: JK sc Or LF'S KVM No_ FL -20461.15 WLorM i tEME210R t 6 INTERIOR 1n 0 4 VERTICAL CROSS SECTION 7 Shown w/ 2K Buck Oubwing shown sl.W AL. N.T.S. a m: JK sc Or LF'S KVM No_ FL -20461.15 WLorM i d 111111111//jr/ Notes: I. Sldeste assembly screws located C from each and phn 6 more As j% nscrewsequolyspacedbetween (8 screws total per slde jamb). 2. Sidelte assembly screws boated C from each end (2 screws abng U: Y * zS n head ri'e6p 4'uJamb). E i/ /• •• .. • y\\ Y P n Pf 11111 1111 z do 6 N •; Z V Z tA ID E i 10 9Z LDL C E u VV 40 41 42 p g€g ' SOILC4344458 'u 46 47 48 6 1 1 Urm o EXTERIOR INTERIOR xo yog 6 60 ty r 11z VERTICAL CROSS SECTION 6 INTERIOR gwg/ slnb N o X4 to DMIOR 23 24 25 E u SEE NOTE 1 n 1-1/,•MIN. 29 40 41 42 1 A N EMB. (TYP.) w 43 44 45 46 47 48 EMB. (IYP.) A C = g 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 2S 8 outs sv lMo n P ung *rjbr) 8 Outswing sho rewn ( 9 sirnio sff NOTE 2 3 a EXTERIOR INTERIOR Zn° am 6 1 16 °z 4 VERTICAL CROSS SECTION scAt N.T.S. ° 8 SOut- DVM. m JK tg shown Pig slmBar) CHL tn: LFS 3 e CROW MY_ 0 FL-20461.15 u sim 0 or 16 O 1.25 MAX. 4 1.2s MAK 3,4 it E — MW. E MIN. N': i'0=gym n 1-.rssss omoC1C1 46 47 48 D SO 0 g E z _ 43 44 4S 2S 40 41 42 SEE NOTE 2 DMOR INIER90R a Tn F MIOR WMWR 0 3 HORIZONTAL CROSS SECTION 9 Shown Direct to MOnq 6 9 VERTICAL CROSS SECTION shown p onDl. Nw/ 69/71 1.bOutsMMgordyw/6-9/16 lamb FYU Notes: 1. Sldelte assembly located r from 6screwseachendplus more screws equaly spaced between (8 screws total per side )omb). o = 2. Sidelte assembly screws located P from each end (2 screws along c head lamb). a , C nLAN 46 47 48 P Z 43 44 4S WrERKA s e 40 41 42 SO e H 4 a E e MI R10 25 E Z u EMB. (TYP.) SEE OTE 2 1-I/4• MIN. as 611 18 = n sera N.T.S. 2 VERTICAL CROSS SECTION M. PP.) m JK o' 1 HORIZONTAL CROSS SECTION 9 Shows) Direct to MosorsryDWC• ooc * LFS 3yShawnDirecttoMasorvYoulswinganyw/ d•9/1 Jamb D tWM woa aOutswingonlyw/ 69/16 iamb a FL -2061.15 c s— 9 or 16 OD Notes: I. SO hem I's 17,18.3234, 3S, 36,37 a 38 ore attached to jambs w/ (3) f8 X 2-1/2' pih screws at each and. SO Item" 16 a 33 are attached to lambs w/ 12) M8 X 2-1 IT pfh screws at each end. SO Item I IS Is attached to jambs utOltng (2)1110 X 7 pph SMS at each end. INTERIOR SEE NOTE 1 p z' D 1 VERTICAL CROSS SECTION i 10 Inswing SO EXTERIOR 1Tfhl— INTERIOR SEE NOTE g I 4 ,ri 4 VERTICAL CROSS SECTION 10 Public Access SO e • % I.I.I/I e . EXTERIOR INTERIOR till, , .'I ill/ girt 611116 z SCALE N.T.S. Qiy - G! a V, wa or JK Q pi 6 VERTICAL CROSS SECTION l 11111 11 rj Nz go z0 c tQiSO E zm v good8a: If 5z SEE NOTE I xc rr i D gym' z 0 4 d 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION of10lwwftSOklpOulsmgSma v INTERIOR EXTERIOR 45 SO EXTERIOR INTERIOR N SEE NOTE 2 z 32 33 34 3S 3d 37 38 39 r SO 16 17 18 7 75 SEE NOTE 2 B VERTICAL CROSS SECTION 10 h,,,IgSM girt 611116p • . SCALE N.T.S. cdDz wa or JK m 6 aa. er. LFS 6 VERTICAL CROSS SECTION 10 Outswhg so FL -20461.15 c SHM -a or p A dl III111IIIIIIII11111d1 q1L1 XO/OX mim 2K BUCK rYP•) JAMBS 4' (IYP.) Ir (EYP) u f (IYP.) 111 q111111 111 i HEADS JAMBS 1 (IYP.) IU I 111 1 111 I 111 1 111 1 11 1 III 1 nl 1 111 JAMBS I- P (IYP.) B' (TYP•) 1 111 I 11 4' (IYP.) 0= ti 1 Idl I III 1 111 111 1 I11 11111X11 1111 D 111ryl 4 HEAD S JAMBS ci •• Z PYP-) IU r% 9m. d a ql z 111111111II1hul yl11Ihnl ql d u O dl III111IIIIIIII11111d1 q1L1 XO/OX mim 2K BUCK rYP•) JAMBS 4' (IYP.) Ir (EYP) u f (IYP.) 111 q111111 111 i HEADS JAMBS 1 (IYP.) IU I 111 1 111 I 111 1 111 1 11 1 III 1 nl 1 111 I- 1 lu 1 111 I 11 i il 0= ti I III 1 111 l 1 I11 III11IIIIIIIII11 OXO MASONRY W.) 2X BUCK ANCHORING 0= l 1111 Tomo ci •• Z r% 9m. d a z t d DIRECT TO MASONRY D JAMBS HEAD 3. (TYP ) I I I R L 2X BUCK IX BUCK — DIRECT TO N HEAD S JAMBS MA- - (R PYP -) JAMBS 1 FRAME ANCHORING DIRECT 70 D MASONRY HEAD FYP•) BUCK TYP.) DIRECT MASONRY JAMBS TYP.) FRAME DYP.) V 3118x2-1/2' PFH WS JAMB 70 HEAD DETAIL JAMBS 3. (IYP.) T (TYP) r— 3' I II I L 2X BUCK I I j 1 X BUCK HEAD 3 JAMBS TYP) 151 o F TYP.) — rrrr SBL D I I OYP•I II I I FRAME ANCHORING MASONRY PP.) FRAME ANCHORING FL. 611116 Kc N.T.S. ti. W. JK x It. LFS AYNIG N m FL -20461.15 zn12aL np/qIIL 4 : r rrrr 111111 11 ` i o 0 UN •; J_ e o O l m o a9ulu mads G V' FL. 611116 Kc N.T.S. ti. W. JK x It. LFS AYNIG N m FL -20461.15 zn12aL k R 2S a ` Q •' zL% IE E.T. ro " z SEE HINGE 1,0 O W DETAIL (M.) cdi ! 28 ''// 111 1 FI z o0 L 26 _ z E z z0 pp pdpo4 4i $ p m 8 SEE iOHGUE o 5 b SDmtE DEiAt b i3 S wn d vf z 25 27 $ 44 ?n d LATCH a DEADLIOLT DETAIL 1= d , rr s oe KwBael 0 t" t, L 31 1 r SHH—A alEELAIC IT TONGUE 2 i 8 WAIL SEE LATCH G u SUB STRIKE $ $ 4 a DEADeOIi 'q PLATE MALL al 8 22 lul 0 SIRIKEJAMC HINGE JAMB STRIM uI TLxk 30 z Lolch and Deodbdt 25 27 e LA 0 ZX SLICK LATCH A DEADBOLT DETAIL LATCH a DEADlOIi DETAIL 29 a SchkW G Ix BUCK M DIRECT TO W IMAS LATCH & DEADSOLT STRIKE DETAILS ONRY MULTIPOINT LOCK STRIKE DETAILS ^ 24 0.. 23 ate 6 1 16 i N.T.S. ° W& No.. JK m HINGE DETAIL uoc m• LFS ; DRAMs WD.: FL -20461.15 O D 91Q7 t orL D BACKBEDDING COMPOUND IIT GLASS SITE 112' - 9116' THK. GLASS l I/B' TEMPERED GLASS AIR SPACE 1/r TEMPERED GLASS PPH l -I/2 \ DURASEAL ALUMINUMPPHPLASCREW3A OR STEEL SPACER Gl GLALNG DETAII Bn we crams Door Panels a Sideftes BACKBEDDING COMPOUND — 1 r 1/2' GLASS BITE I I I' THK. GLASS GLASS AIR SPACE 1 /B' TEMPERED GLASS lox 1.1/? PPH PLASCREW 38 DURASEAL ALUMINUM OR STEEL SPACER Gi GIAUNG DEUII on Ule frame Door Panels a Sldelles 1/2' GLASS SITE --{ — S/6' THICK GLASS DOOR PANEL 1 /8 TEMPERED GLASS AIR SPACE 1/B' TEMPERED GLASS BACKBEDDING DURASEAL ALUMINUM COMPOUND OR STEEL. SPACER G 1;1 DETAIL G3 Doorponelf INTERNAL GRID (GBG) INTERNAL GRID (GBG) Optional ANrrltrsum Spacer) 9/16" INSULATED GLASS INSERT OPTIONS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT WTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND Optional Akm*ium Spacer) (Awmtrlom Spacer) 1" INSULATED GLASS INSERT OPTIONS 00 4 z -t D\o INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY MSERT Optional Aluminum Spacer) 5/B" INSULATED GLASS INSERT OPTIONS 21.13' MAX N 10 X 1-1/2 D.L.O. WIDTH PPH PLASCREW BTS FUII Lite Frame oz ai[, 611116 Sc"- N.T.S. 1s am er: JK ax or. LF'S BTS LITE FRAME BTS LRE FRAME o,yq ,o: 3A 1/2 a9/16'Gkift 3B 1•Glaft 2061.15 Ssm L or Z AAAAIII.1111 A m dpp W00. v if LD o E o= I 3.2Sir I I PYP.) 1 u fI o v mm vz c V T o o 0 f° 21.13' MAX N 10 X 1-1/2 D.L.O. WIDTH PPH PLASCREW BTS FUII Lite Frame oz ai[, 611116 Sc"- N.T.S. 1s am er: JK ax or. LF'S BTS LITE FRAME BTS LRE FRAME o,yq ,o: 3A 1/2 a9/16'Gkift 3B 1•Glaft 2061.15 Ssm L or Z 4 gg= 0. GIHIIIHO'D 0.F d S0 5.75 INSWING 0 'D ta SO 1.3/r 5.75 @A=—G =—MH= t* 9 5.7S' q=0.0. Pd 5G IHIMO 1 so 4.W j .t INSWING37Bode —Fuad oRl r? 2 9=--=,.O& obls A 5.7r mlo-,7 39 INSWING iHRESNOID A4dobb Sl 7.5r 32 INSWING YavNtO — km=. Ac Qu stabb A 7-1 /T o LL - T @Ammuffm 4.W 2.36' commm! S. G IMAIIHOID C.M.:.Se @klM C. K G%IFIHOIO I*.Sa @: 0ME 11, HUIHOO C..,.. S, M--" "CN inTO4i.ff ---4 . F-- 206' ME 6 & affit r— 2. 1 Wr pq I 7S SIDFUIE SPACER r — o 77 NSWING SDL ter C-Lkwla ftedww I— N.T.S. I FL -20461A ANCHOR,:. SjZE EMBEDMENT'• TOMASONRY•;iCADJACENT:• MIN:CLEARANCE MIN:.CLEARANCE lulo nfrrrr BILL OF MATERIALS BILI OF MATERIALS 1.1/4• 2• OEM I DESCRU110N MATERIAL REM I DESCRIPTION MATERIAL v. 9AIXBUCK (SG >= 0.42) WOOD 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL N 33 Gz r JJNO'YPB2XBUCK (SG >= 0.42 WOOD 29 4" X 4"HINGE STEEL C 1 /4"MAX. SHIM SPACE 30 LATCH b DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP POS. P n D 1/4"X 2-3/4"PFH ELCO OR ffW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP ' rrrrll ma MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 32 INSWING THRESHOLD ALUM/COMP loll i o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE INSWING THRESHOLD ALUM/COMP G 3/16" X 3-1 /4" TI1N CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP A{ gg E %=v 9poaJ1/4" X 3-3/4" PFH ELCO OR RVd CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP mda L tt 10 X 2-1 /7' PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP v 6 M 3/I6" X 2-1/4" TTW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP o = L N 3/16" X 2-3/4" fTW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP gE p 8 ?a 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 (U1) o 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 43 FLUSH GLAZED DOOR PANEL (BOOK) 0 10 LIC ACCESS THRESHOLD) SWEEP (USE w/ PUBtoVINYL44FLUSHGLAZEDDOORPANEL (HYBRID) J 15 ADA THRESHOLD ALUM 45 FLUSH GLAZED DOOR PANEL (Ul) N O 16 OUTSWING THRESHOLD ALUM/COMP 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK) 7 y 17 OUTSWING THRESHOLD ALUM/COMP 47 3/4 FLUSH GLAZED DOOR PANEL (HYBRID) o 18 OUTSWING THRESHOLD ALUM/COMP 48 3/4 FLUSH GLAZED DOOR PANEL (U1) 0 a o 22 N8 x 3/4"PFH WOOD SCREW STEEL 50 SIDELITE (FULL LITE) 23 N 10 x 3/4" PFH WOOD SCREW STEEL 75 SIDELITE SPACER (INSWING) PVC ra 24 N 10 x 1"PFH WOOD SCREW STEEL 76 SIDELITE SPACER (OUTSWING) PVC 25 q8 x 2-1 /7' PFH WOOD SCREW STEEL 77 SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC Lb 26 tib x 5/8" PFH WOOD SCREW STEEL 0 27 LATCH STRIKE PLATE STEEL N N 28 DEADBOLT STRIKE PLATE STEEL CONCRETE ANCHOR NOTES: 2 28A DEADBOLT SUB STRIKE PLATE 1. Concrete oncrlarbcatlors at the comers may be adjusted to main rotn the min, s to mortar ts. edge distance loin e 2 Concrete onchor locations noted as MAX. ON CENTER• mhal be odlusted to o maintain the min. edge distance to mortarlofnts, additional concrete anchors may be regLAred to ensue the MAX. ON CEMEIC dlmenslon are not exceeded. 9 Concrete anchor table: a e nQ n C i EA z u° WL. 611116 i sulE N.T.S. i oam er. JK e asc n. LFS 3eWOODSCREWINSTALLATIONNOTES: CRWMC NO, m FL -20461.151. MoMtoln a mWmun S/8" edge distance, 1' end distance, d 1• o.c. spacing of wood screws to prevent the spilfring of wood. N mm i6 w1¢ G ANCHOR,:. SjZE EMBEDMENT'• TOMASONRY•;iCADJACENT:• MIN:CLEARANCE MIN:.CLEARANCE EDGE.:. ANCNOR14• 1.1/4• 2• 4•/ 1/4•4' IRN • 9/16• 1.1/4' AS SHOWN 1-1/2• TAPCON THERMAITRU* WOKS Fiber -Classic. & Smooth -Star, COMPOSITE EDGE GLAZED FIBERGLASS DOUBLE DOOR w/ or w/out SIDELITES INSWING/OUTSWING NON -IMPACT' GENERAL NOTES I. This product hos been evaluated and is In complionce with the 61h Edition (2017) Florida Building Code (FBC) structural requirements excluding the lilgh Velocity Hurricane ione- IHVH2). 2. Product anchors shall be as listed and spaced as shown on detolls. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. when used In areas requiring wind bome debts protection, this product is required to be protected with on impact resistant covering that compiles with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these urtls shall be the some as that shown for 2x buck masonry construction. S. Site conditions that devote from the deco& of this drawing require further engineering analysis by a licensed engineer or regMered architect. 6. FlberClossic & Smoolh-Star Door and Sldelite panels require the use of'l port numbers and must be stained or pointed within six months of Installation. DESCRIPTION i 2 TABU: OF CONTENTS 105.50' MAX. OVERALL FRAME WIDTH74-V MAX. OVERALL FRAME WIDTH --j POSITIVE NEGATIVE XX, OXXO STANDARD +3S.0 -40.0 35.0 -3S.0 XX, OXXO COASTAL +47,0 -47,0 1 + 47,0 -47,0 pXX z 26 M M X X O O 1 rigw NrL 11 11 J1 105.50' MAX. OVERALL FRAME WIDTH p POSITIVE NEGATIVE XX, OXXO STANDARD +3S.0 -40.0 35.0 -3S.0 XX, OXXO COASTAL +47,0 -47,0 1 + 47,0 -47,0 pXX DESIGN PRESSURE (PSF) CONFIGURATION ASTRAGAL INSWING POSITIVE NEGATIVE DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE XX, OXXO STANDARD +3S.0 -40.0 35.0 -3S.0 XX, OXXO COASTAL +47,0 -47,0 1 + 47,0 -47,0 See Sheet S for Hardware Speclncations vxa w: JK aoc owl., A FL -20461.16 ma L or L OS 3.6- G1 G2 ExrERloa • I( os o.r 1•..'11.•1 ,,1•l•' 1,ii•y i• ,.b."'r •I:i co TIE COMPOSITE HINGE INTERIOR LOCKSiBF CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SEMN 2 3.6' 0.40C Gl G2 o.r EXTERIOR O.NO6' OMPOSITE COMPOSITE HINGE STILE INTER OR LOCK STILE CAP CAP (ENGINEEREDWOOD) ( ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 2 36.0' MAX. DOOR PANEL WIDTH 3 2 0 21.IrMAX. D.L.O. 2 XO 0 DOOR PANEL 40 BOOK 35.613' MAX. DOOR PANEL WIDTH 3 F' 2 i i^v O ` h c X O 0 O D DOOR PANEL 41 K,brwDool 35.613' MAX. DOOR —^{ PANEL WIDTH 42 DOOR PANEL UI Door i TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) U. r p 11P11 mzvdy1 U N N4 G' %Z 8 zmo 0 o= TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) o a g Q K W S wP.r. CORE t.x ` POLYURETHANE- 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR G1 G2 GI G2 4?.{' FOAM CORE .4 a Jr. POLYURETHANE- 1.9 PCF MIN.) RBERGLASS SKIN 0.08T TH)LI BOTTOM RAIL COMPOSITE) RBERGLASSSKINJ ' X4;3oI (0.08TTHK.) BOTTOM RAID COMPOSITE) 3 VERMAL CROSS SECTION 4 VERMAL CROSS SECTION 2 2 swc N.T.S. ovc at. JK crx er: LFS FL -20461.16 xo 2 oF 16 z 0.7 DMOR 4.987 ----1 0-T COMPOSITE CAP COMPOSITE HINGE0 LOCK STILE CAP (ENGINEERED WOOD) G3 "MR (ENGINEERED WOOD) 2--dil vml,i I "\ HORIZONTAL CROSS SECnON 0.406' EXTERIOR 07 DAIWC COMPOSITE CAP HINGE STILE INTERIOR LOCK STILECOMPOSITE ( ENGINEERED WOOD) CAP (ENGINEERED WOOD) G3 2'\ HORIZONTAL CROSS SECTION Qll/ 360 MAX. DOOR ANEL WIDTH 23.81-D.L WIDTH 3S.81TMAX. DOOR PANEL WIDTH v 2 3 DOOR PANEL 43 WOKBOOK DOOR PANEL 44 PANEL RybrldDoof 35.813'MAK. DOOR PANEL WIDTH gk UI Door PANEL W_ 45 ul DOW G3 V. RBERGLASS SION 0.082 THK.) y. 7k; BOTTOM RAIL COMPOSITE) a' art fo vs 171- G3 RBERGLASS SKIN 0.082" THK.) k8'k, BOTTOM RAIL composnE) 3-"\ VEIMCAL CROSS SECTION /7"\ VERTICAL CROSS SECTION I -Am N.T.S. I x: ,,.LFS AMM W, FL -20461.16 TOP RAIL TOP RAIL COMPOSITE CAP W/ COMPOSITE CAP W/ C. LVL ENGINEERED Ii LVL ENGINEERED WOOD) WOOD) r O I "A FOAM CORE FOAM CORE POLYURETHANE- POLYURETHANE - 1.9 PCF MIN.) 1.9 PCF WIN.) G3 V. RBERGLASS SION 0.082 THK.) y. 7k; BOTTOM RAIL COMPOSITE) a' art fo vs 171- G3 RBERGLASS SKIN 0.082" THK.) k 8'k, BOTTOM RAIL composnE) 3-"\ VEIMCAL CROSS SECTION /7"\ VERTICAL CROSS SECTION I -Am N.T.S. I x: ,,.LFS AMM W, FL -20461.16 G3 EMIOR [_oX COMPOSITE INTERIOR LOCK STILE JLVL) CAP HORIZONTAL CROSS SECTION 360 MAX. DOOR PANEL WIDTH 24.13'D.Lo. WIDTH X O @jMq,l PANEL M lup 0j Ii 35.813' MAX. DOOR PANEL WIDTH PANEL Ega--M LOCK SRU lt\(Ll \-Comm 2'-IU'Door Panel CAP 0.4wtorG3 r 71 COMPOSITE LOCK SIT (LVO COMPOSRE CAP /2\ HORIZONTAL CROSS SECTION CAP 35.813' MAX. DOOR PANEL WIDTH I 48 DOOR PANELHyondDoorU, G3 G3 V, FIBERGLASS SKIN OMTTHK.) Le L X.: BOTTOMRAIL----- COMP-) IT—T U-" N.T.S. 3—'\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION. 0""0 No' FL 20461 . 16 smm 4 or 16 TOP RAIL ComposffE) tvin V. of z d; A: 6 pcz FOAM CORE c .4 G3 G3 V, FIBERGLASS SKIN OMTTHK.) Le L X.: BOTTOMRAIL----- COMP-) IT—T U-" N.T.S. 3—'\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION. 0""0 No' FL 20461 . 16 smm 4 or 16 TOP RAIL ComposffE) V. A: FOAM CORE IPOLYUR E m G3 G3 V, FIBERGLASS SKIN OMTTHK.) Le L X.: BOTTOMRAIL----- COMP-) IT—T U-" N.T.S. 3—'\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION. 0""0 No' FL 20461 . 16 smm 4 or 16 V 0.6 G2 GI s 23i c – 1 INFERIOR r K pv owe Pi cb 8..z STILE (WOOD) EXTERIOR o x zo d Mo. frl-*'\ HORIZONTAL CROSS SECTION L k_!_j Lko Ufa GlIning bi 17 its 6w MAX. Top ML cc13.931r MAX. D.L.O. WIDTH (COMP.) PANEL WIDTH g§ Ul 2.62S' PYP.) I E FOAM CORE POLYURETHANE - 1.9 PCF MIN.) 0 0 C4 EXTERIOR INUIOR GI G2 zo U) L; RBERGLASS SICIN BTS FkA Life From& (0.07MTHL) BOTTOM I— '•••. Z1. COMP-) -T DAM 611116SO 2' ADE I t-2"\ VERTICAL CROSS SECTION WAM N.T.S. Lfll LIFE klj Up Ute GkVOurn. or JK— 0 UP WE ew fffi LES DROAM W4 FL -20461.16 0 HARDWARE.TABLE : •; MANUFACTURER KNOB: FSI SCHLAGE O DEADBOLT: B60 N•i KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT: MPDGSB THERMA TRU) 3 pl. Manual Shoolboll) AAA Ls,w,&V:W.n ATArA vvv 10 10 10 S10 I HARDWARE CHART 10 10 17 8 2 9 111 •' I O Xt p N•i O=iso n X 1111 111 X 03 Z iEgm . e F 7 A V g CZ 8 LJa 5 7 11 M t4pL===11 q 10 10 10 S10 I HARDWARE CHART 10 10 17 8 2 9 111 •' I N.T.S. a .r JK DL .r. LFS M" rw FL -20461.16 021 -L OF16 O Xt p N•i O=iso 0 1111 111 03 Z iEgm . e F A V g CZ 8 LJa N.T.S. a .r JK DL .r. LFS M" rw FL -20461.16 021 -L OF16 1.1 /f MIN. EMB. QYP.J 1.WNN. Notes: EMB. MP) 1. Sldelte assembly screws located T from top and 1,47 from bottom b 2 more screws equoly spoced between 14 screws total per side Jamb). _ e) 2. Sldelte ouemby screws located f from each and (2 screws olong heod Jomb). HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing simlor) 0.16'C -SINK OYPI RWSEEN01E11Z51 1-1/4*MIN. — EMB. (PYP.) 21 HORIZONTAL CROSS SECTION Shown w/ 2X Bk Outswtrsg shown (trmvtng dm9ar) 1 7 / Oulswing slww n finswing 0TWor) 6 HORIZONTAL CROSS SECTION 7 oulswavs own ngs o EXTERIOR rim INTERIOR 3 VERTICAL CROSS SEC17ON 7 IOUswingstwwn (trswMg *am SEE NOTE 2 EXTERIOR 4 VERTICAL CROSS SECTION OutswMg=(ung "m g i."'% Z 0 r C l \\\ Lin If P\\ J >° n u BVZ* 0jz, 29 W C; OIL fir_ mau Are N.T.S. o W. A x er. LfS M= NO- FL-20461.16 0. FL-20461.16 W Z crj_6 1111111111/III Notes: A—. I. Sldeffte assembly screws located Thom top and W from bottom A 2 more screws equally spaced between (4 scram total per side jamb). ZtA r; 2. Sidefite assembly screws located C from each end (2 screws along N,. head jamb). z r E rrrllll•1111 y a 0 ```````` N > u C M, z N •; A C z' g''_ x20 A v K gra 90° C W y pra E 40 41 42 5OD a: IL LD C E T4344459 C 46 47 48d 6 EXTERIOR INTERIOR 6 3 VERTICAL CROSS SECTION m G INTERIOR 8 1sI1Xam m NIrIsl+Ang simBar( o = p U v. EXTERIOR 25 • ° 23 24 E o SEE NOTE I r. n 1-1/4•MW. 29 40 41 42 1 A N EMB. (1YP.( Nzz 43 44 45 1-1/4'MIN. A C t 46 47 48 EMB. (IYP.) u r 25 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC110N SEE NOTE 2 a i 8 Shown w IX SUD-DUCK 8 Shown w sub -buck Outswing shown (Inswing skrft) Oulswing shown (Inswnng slmAor) SO EXTERIOR INTERIOR Z mm 611116 = N.T.S. 4 VERTICAL CROSS SECTION er JK mgShownw/ 1X sub•bu outswing shown (Inswing slmEar) aar. u: LFS DROM MW FL -20461.16 c soar 6 or 1 O IX MAX. MIN. . EXTERIOR 00" IM0t10R 3 VERTICAL CROSS SECTION 9 StawnDgteet to Mosom Doubt le DoorOnly )N%ACw/ SIdeIles) Notes: I. Sidefte assembly screws located Thom top and 14' from bottom b 2 more screws equally spaced between 14 screws total per side )omb). 2. Sldelle assembly screws located 4' from each and 12 screws olong head jamb). t? C INTERIOR Z f11771 ^ 40 41 42 SMIOR 1 HORIZONTAL CROSS SECTION 9 Shawn (*ect to Masonry Oul o,*w/4-9/16 Jamb Double oar Orly 14/A w/ SldeGtes) 3 Is i MAX r' MIN. J EXIBtIOR l//J WHWR S VERTICAL CROSS SECTION Shown Direct to9Out$%" only w/ 6-9/M16jamb I-1 /4' MIN. we. pp.) 41 HORIZONTAL CROSS SECTION y Shown Dtrect to MosorW OutswNtg only w/ 69/1 Jamb OMMOR IS 4 MAIC r MIN. 1 NOTE 2 EXTERIOR R119BOR 6 VERTICAL CROSS SECTION 9 Oul hwingrordyw%b9/r7jomb DMEIMR v SEE NOTE 1 hg AM N.T.S. M c Notes: 1. Sm Item 9's 17.18,32 34, 35, 36, 37.38 d 39 are attached to lambs w/ (3) 98 X 2-1 /2• pth screws of each and. Sm Item 91 16 b 33 are attached to lambs w/ (2) 98 X 2-1/2' plh screws of each end. Sm Item If 15 Is attached to lambs ulllizing (2) 910 X 2 pph SMS of each end. 2. Sldelte ossemW screws tocoted r hom each end (2 screws obng s3). INTERIOR EXTERIOR INIERIOR SEE NOTE 1 Z D 10 VVWWWQ LCROSS SECTION EXTERIOR v 4 %21 VERTICAL CROSS SECTION 10 twftSm SEE n EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 10 Outswll+g Sm INTERIOR EXTERIOR EXTERIOR INTERIOR e /INTE e ®© 0© ® 1jajenmem =,Iii:SEE NOTE 2 I SEE NOTE 4 I 4 VERTICAL CROSS SECTION 10 MAC Access 53 5 VERTICAL CROSS SECTION 10 1nwMg Sm 111111.1 n :LII t!' n Z oa eac 611116 z IIIIIIII.11111 iaaD 4 swa en JN PV C;`` n m 3 6 VERTICAL CROSS SECTION Q 10 Oubwing S8 FL-20461. 16SHMn M OF e EZ A 0 17 18 f 9 mm nn o n IL E V E1u N a U T ri e Z oa eac 611116 z WALL N.T.S. iaaD 4 swa en JN o' osc n: LFS 3 6 VERTICAL CROSS SECTION 10 Oubwing S8 FL-20461. 16SHMn M OF 1 MASONRY PYP.) 2X BUCK TMP.) . ASIRAGAL I' (TYP.) B' PYP-) XX 2X BUCK ANCHORING ASTRAGAL JAMBS 1' PYP.) ( TYP.))— 1W.)) II III 1 II III . OL W. LFS1: wmolw a FL -20461.16 0 w 11 or 16 DIRECT TO MASONRY P HEAD IYp.) YL2) MASONRY OPENING HEAD d JAMBS TYP.) DIRECT 10 v MASONRY N JAMBS TYP.) BUCK TYP.) _ D SRlIYP. ASTRAGAL 7 (ryp.) T (TYP.) SEE DETAIL 1 SHEET 12) DIRECT OTD MASONRY HEAD t•I SEE DETAIL 2 1(SHEET 12) I I I yL2X MASONRY J OPENING SHEET 12) 19198x2-1? -, Y... i ••.. FRAME FH WS ', t/,I PL w JAMB TO HEAD DETAIL 11 PYP•I DIRECT TO 8 •; MASONRY N ASTRAGAL JAMBS e p u IL IL V P(lYP) TRYP) JAMBS rT P) r o TYP.) F FRAME G1 Cl fryp•) O BUCK SEE DETAIL 2 1(SHEET 12) I I I I I yL2X SEE DETAIL 1 SHEET 12) 19198x2-1? -, Y... i ••.. bo s = w n FH WS ', t/,I PL w JAMB TO HEAD DETAIL 11 PYP•I eoe 8 •; V ip x z jm ASTRAGAL JAMBS e p u IL IL V P(lYP) TRYP) 1 0cWrTP) r o I I yL2X SEE DETAIL 1 SHEET 12) HEAD a JAMBS 0 OYp•I F IIYP.) SILL D SEE DETAIL 2 TYP.) I I SHEET 12) I I I I I I I I XX MASONRY ov.) FRAME ANCHORING M 611116 T Ab N.T.S. ° a go,. JK a x. or. LFS 3 AWM No_ a FL -20+61.16 ` 0 W _a OF 16 G ti B a 11111111///// 0 0t, om pig m0 11 i dm d SEE2$ PYDEADSOLT DETAIL ^ DETAIL P ntLocx ma If E 0 T=' M DIRECT TO ?u SEE LATCH MASONRY LATCH 6 DEADBOIi DETAIL a DFADeoli ScNoge / Kwilaet DETAIL SEE G I x BUCK LATCH 2$ 2x eucK 78dsaDEADSOIT h Q t, DETAIL c m 7 t2S2JX' RECT TO M DIRECT TO — c ASONRY MASONRY Egg d tz ne o BUCK G Ix BUCK ASiRAGAI h 8 $ > $ ASTRAGAL DETAIL 1 & v BUCK 2S 2x BUCK 81 latch and Deadbolt 5 MulNp7it Lock MWlipolnt lock Stoke Plate ®Head ? n 0 N HINGE JAMS T..L DETAIL I DETAIL ICoastalAstrogalStrikePlate ® Heod Stondard Aslrogal Shtke Pate ® Heod Q L 2x eucK MLdRpolnI Lock Strike Plot* ® SI! 29 1.1 G Ix BUCK M DIRECT TO MASONRYO o 23 u1!71 ale 611- 42 1116 i DETAIL 2 1 /7' 0 HOLE DEVIL t stun N.T.S. 80 DETAIL , G 81 DETAIL , G out-ty G Outim" 79 DWL W. JK oQ;R8 5 As bolt Hole 6 SB Mulllpohlt Lode St*e Pate 6 SO Coastal Astragal Strike Pate ®Sa Standard Ashagol Sh&e Plate ®SR HINGE DETAIL ax or. I.FS ; MULTIPOINT LOCK STRIKE DETAILS ` D LATCH 3 DEADBOLT STRIKE DETAILS FT—zo 61.1s o SW _3 Dr1 B BACKBEDDING 1/2' GLASS BITE 1/7-9/16!THK GLASS Iff TEMPERED GLASS I/Ir TEMPERED GLASS 11oxI it? DUPPHPLASC%REWW3 'A RASEAL ALUMINUM OR STEEL SPACER GT GLAZING OETAII Bis U. . G1 elsueftom Door =&Siddles BACKBEDDING COMPOUND — 1 r—)/TGLASSBffE I'THK. GLASS I/rTEMPERED GLASS SPACE GLASS lox I -If PPH PLAS&DURASEw38EALALUMINUM OR STEEL SPACER @GLAZING DETAIL gis We ftww Door Ponals & 2biles 1/7 GLASS BITE 511Wr THICK GLASS DOOR PANEL 118' TEMPERED GLASS AIR SPACE I /r TEMPERED GLASS BACKBEDDING DURASEAL ALUMINUM COMPOUND OR STEEL SPACER 3) GLAZING Door Ponels Z Iran ig P, INTERNAL GRID (G8G) INTERNAL GRID (GBG) it' Xd; OpIWd AMdff— SPOCN) rIsai sa.. x 9/16" INSULATED GLASS INSERT OPTIONS E 3 o0 Cc 2 9L b: 9D 11 20 3.2S* PYP.) gyp.) T DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT 7 - Ci INTERNAL GRID (GBG)MINI BUNDINTERNALGRID (GBG) OptbwlAlum *wmSpacer) (AMTir— Spacer) -- – – – I" INSULATED GLASS INSERT OPTIONS 21.I.TMAX lox 1.1/7, D.L.O. WIDTH PPH PLASCREW BTS Full Life Frame 00 0 00 INTERNAL GRID (GBG) NUNALGRID IGS INSERT Lr lOptiordAbiminumSpocarlz 1ul-T WL 611116 5/9'INSULATED GLASS INSERT OPTIONS mmm N.T.S* um W. JK CIOL on LFS BTS WE FRAME $8 873 LITE FRAME xa Z 11AT9azirgI-Glaft I FL -20461.16 Istm 14 or 16 32 INSWING THRESHOLD lmwip Bask Compedle Ad)t,tabb se 7.1/l INSWING THRESHOLD UuvArg Boric F.d SO 5.75 FF !IL INSWING THRESHOLD BnvAg Modemte CLlmote SB 1-3/8' S.7S INSWING THRESHOLD BnvNq Moderate Ck.1e So S7S 36 INSWING THRESHOLD4evkpBadePoed_ Vra 37 INSWING PIRESHOlD InswMp Bode Iba07."To 8 INSWING mHRESHOLDtrow4qCanpodteAaptntode SR h 5.77' 39 INSWING mHRESHOIDbaMAi Baric Caoipodte AdMtoble $3 60 o S PUBLIC ACCESS THRESHOLD 0 F- — 2.36' ----i oWOODJAMB 6 OUTSWING THRESHOLDCoaipodI.50 pra,mm—m m -, 17 OU ,31--G mHRLYHOID Canpodls / AUMiem Ss 5.75 18 OUT aG THRESHOLD CM-Tn d tsSO BrIlon 1ERMAL0w BsBREAKd RUSH FLUSH BOLT BOLT RETAINER JL- 4—ce.cea 9 STANDARD ALUMINUM ASTRAGAL F-1.91' —moi FLUSH FLUSH BOL RETAINER 0.063' I F-- 0.126' 40 COASTAL ALUMINUM ASTRAGAL I••218' 1..-21 2.11' o 7— II I Z L 1 o WA 611116 I 1 GI a =+n N.T.S. JK F-- 206' 0 CHL ftLFS SWEEP SWEEP SWEEP SIDFUIESPACER I SIDEUIESPACfR SIDEUTESPACER °R"e ' rp_ % 0 7$ )d C dswlnp 77 Mood wp to Cimate thestwld Fl —20481.18 BILL OF MATERIALS REM 1 DESCRIMON MATERIAL REM R DESCWHON A I X BUCK (SG >= 0.42) WOOD 38 INSWING T B 2X BUCK (SG >= 0.42) WOOD 39 INSWING T C 1/4" MAX. SHIM SPACE 40 DOOR PAI D 114" X 2-3/4" PFH ELCO OR IIW CONCRETE SCREW STEEL 41 DOOR PAI SWING) PVC MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI IKE PLATE ® HEAD STEEL 42 DOOR PAI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1 43 1 FLUSH GLA 6"X 2-3/4" RW CONCRETE SCREW X 2-3/4" PFH ELCO CONCRETE SCREW 6" X 3-3/4"11W CONCRETE SCREW H In 23 #flux 24 #lox 25 #8x: 26 1 #8x; STEEL 61 IVES # STEEL p.. j•.•, Pi ill 1111 t M SURF/ STEEL f75 l0 x STEEL SURF/ HOOD PANEL (BOOK) SIDED CONCRETE ANCHOR NOTES: 1. Concrete onchorfocotbrls of the comers may he adjusted to maintain the mh edge distance to morfor Jolnk 2 Concrete --led as IMAX ON CENTFR"must be ocW&d to in. molntoin the medge dBronce to mortar)oMh, oddllbnat concrete anchors may be requted to ennn the MAx. ON C84W almension ore not exceeded. 3. Concrete anchor table: ANCHQQ- ANCHOR p.. j•.•, Pi ill 1111 t M O 2 ^ n y a y : o a 1` C``\\\\ N 0 S(m Z o m Z o Z BILL OF MATERIALS MATERIAL ALUM/COMPg. ALUM/COMP 1) PANEL (BOOK) PANEL (HYBRID) PANEL (UI) OR PANEL (BOOK) OR PANEL (HYBRID) OR PANEL (Ul) g g o m i DLT (8" LONG) STEEL PLATE (INSWING) STEEL CREW STEEL PLATE (OUTSWING) STEEL WING) PVC SWING) PVC VING) - MODERATE CLIMATE SILL PVC IKE PLATE ® HEAD STEEL IKE PLATE 0 SILL STEEL CONCRETE ANCHOR NOTES: 1. Concrete onchorfocotbrls of the comers may he adjusted to maintain the mh edge distance to morfor Jolnk 2 Concrete --led as IMAX ON CENTFR"must be ocW&d to in. molntoin the medge dBronce to mortar)oMh, oddllbnat concrete anchors may be requted to ennn the MAx. ON C84W almension ore not exceeded. 3. Concrete anchor table: ANCHQQ- ANCHOR t: :;.`;: MIN.;CLEEARANCE .:•MIN. CLEARANCE TYP.E':'.; SRE.: • MIN.= EMBEDMENT•.: TO MASONRY.= TO ADJACEM. EDGE :`: `.. •: .'.::: ANCHOR .. ''. ITW • 1/4• 1.1/4' r 4• TAPCON ELCO 1/4' ULTRACON ITW 1/16' 1-1/4" AS SHOWN 1-1/r TAPCON WOOD SCREW INSTALLATION NOTS: 1. Maintain a minlmum 518* edge distance, )'and distance, 6 1"o.c. spacing of Wood screws to prevent the splitting of wood. AM N.T.S. AX m: JK OL fn LFS L4M W_- FL-20461.16aFL-20461.16 w-aor16 Florida Building Code Online Page 1 of 2 Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed r r lrm SCIS Home I Log In I User Registration ; Hot Topics I Submit Surcharge I Stets a Facts Publications FBC Staff BCIS Site Map Links Search Florida License tlr2 Agiiikl ate Product Approval Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date I. USER: Public User Validated By a Product Aooro"l Menu > ProduR or Application Sea= > Application Lht > Application Detail FL # FL5444-R32 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence EL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 https://www.floridabuilding.oriz/pr/pr app_dtl.aspx?param=wGEVXQwtDgtah]g07CSso... 1/27/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FI 5444 R12 11 2017 09 FINAL ER CERTAINTEED ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL5444-R12.1)df Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports F Saaa R12 AF 2017 09 FINAL ER CERTAINTEEO ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes 8adk Neat Contact us :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, 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 elect; nk mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communicatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b . Product Approval Accepts: IBM® T CrediUCarda Saie_fT; https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtah1g07CSso... 1/27/2018 QOTPJNITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 FL-59Uu-Rla . t EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6"' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPUANCE: 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was autbortzed by Robert Nleminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. VTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6t" Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kniint Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3262 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3261, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13:09/05/2027 Page 2 of 22 QOTP..INITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT207", XT"' 25, XT"' 30 and XT"' 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia"', Belmont*, Belmont* IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark"', LandmarkTM IR, Landmark'" Pro, Landmark'" Premium, LandmarkTM TL, Landmark' Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL"' and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate' and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge"', Shadow Ridge"', Cedar Crest"', Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,:d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd =150 mph (Van = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,,d = 150 mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61620- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CertiJkate ofAuthorization #9503 6'" EDITION 12017) FBC NON-HVHZ EVAWATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 V TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. ENGLISH; 12" 12" 17' 3D5mm)' " •-(3 ftA (305inm) s lani.— 7"(25mm){ N ((345rmm) , 1 METRIC 13?/e 13?/e" r my — Sealantlant 1"(25mm)' gp7i': LA Flgwe:t13: u e;w>,j.u.r n.• STEEP•'SLOPE Use tooi.nalls and sbc spots of atpb It roofing dept• tot . wy u- shingle (FW;e 11-45. Asphalt'ioo9ng cement mfeling:6S M;p 4586 type: A' ls.svggesLed. I - Rooliriy'C,erriedl Ap* 1"l25 nv) spds of asphal( rooling cement, undereach-tab corner: Figr mJJ-fr gsejW-hd r mrd a[ti pDRt ojasyb'a!t avncrt on slegDsloyei ICAUPION: Excessive use ofroobg.cemen(ran,crose-shingles; to blister. Hip & Ridae for CT2010, XT"' 25, XTI 30. XT" 30 IR: Cut Shingles r r-'2" (50 rimy ! 25 TrM) yeti fi --— + I -- +i -- Y V _ 12.. 305 mm) Shingle single S Ingle 1 6igran°I1-29:•t illobs.tben'himbwk"fo-makelvpsbingfes 0&bdiinenslons sborm). 125 551s , Sri. p\argil flgsrre 11-75' hutal/alloir Qf Daps alorigtbe.blps and rldgts. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic0 NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certiftcote Of Authorlrotion e9SO3 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below t't25 NO t' lxsmml . Itallin• W lint Figure 2: Use six nails for every full shingle. QOTP"INITYIERD STEEP SLOPE Use SIX nails and FOUR spots of sphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASPM D 4586 Type D is suggested. Hip & Ridge for Arcadia': Cedar Crest', Cedar Crest'" IR ft'05mW rMMM) Figure 3: Use six nails and four spots ofasphalt roofing cement on steep slopes. Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Ir12' rA3 MM) ( 305 Hand -sealing adhesive 4" 1/4" 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Cerdf tate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 5 of 12 6.6 r16om Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. a AdMia d nab d rtpmed fzzoW QOTImNITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. ttrrla0u } If-1'ratmd O M V PEN a AdMia d nab d rtpmed fzzoW QOTImNITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. ttrrla0u } If-1'ratmd O M V Oro. t-{amod Roorum Ccmd 6.6.1 Hip & Ridee for Belmont* or Belmont* IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest'"' or Cedar CrestTM IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest, IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle* Ridge Figure 17-4 Sbangk! 1Pidge. FIRST LEFT Exposure :Remove tape, from the right side g• and.fasten SECOND 011\ 10RIGHT Figure 17.-19.1nst4lW1b#.0f.SbangM6 Ridge sbing/ss on baps and ridges.. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP11•" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R23 Certijkote of Authorization 09503 67" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 LOYif AND' STANDARD iLOPE- T1se Ove nags for every full Shag* 19grae I7_4:fbeJfte'iiaAr,aetriyJiiB;CiiandMcnor'Sbangle,: G'mii'gge 7lqude $bipnglR-oi`Cmiem lal Sldie QOTFUNITYIERD STEEP SLOPE U3e seven nabs aod.three.spots of aryhall.roolmg cemw for every fon Grand alatioi Man&- Use O- units and thiee spots o[ aiphalt: iooDgg eanmt for eveip full'Cprriagge hoose Sbangle and Ceuienrifal• tie. Apply.asphilt toofmg cement 1. 45 mm):fiom ed8e of;i6ingli f'1gtrrvJ7-3). Asph26 roofing cement meeting &nd D".' %Pe 11 Frga»!7.-S:'Ivbenirrsl60rrig.Gmrrd dlanor SEio+iglu•onn lfope; iiereieii no* Bgd.ib w*au '04ba iroq/lii Ckent, 6.7.1 HiD & Ridge for Carriage House Shangle• and Grand Manor Shangle: Refer to instructions herein for Shangle• Ridge hip and ridge shingles 6.8 LANDMARK"', LANDMARK"" IR, LANE)MARK"' PRO, LANDMARK'"' PREMIUM, LANDMARK"" TL, LANDMi SOLARIS, LANDMARK'"' SOIARI$11, R, URTHGATE: lOW:AMD STANDARDrS O, tIANDMARMTI METRIC DIMENSIONS Jok 12" 305;mio)-{ MC W2 1!"05-omj' . Release•Tape' . 7Z)- Na1laDle,'• - v`ea NorthGate: g'vrro ig:•1"c Csafotlr na!!ijor. eriryju!-fibi i WN LWM tr 14Wr tr 1AR61 + ( 305 rom) (375 mm) mm) - T Wallop Ihaka r (25 MM) Upper nal the r (25 eon) 71 Walling ww for Ion and tbndW abpa (6om 212 to 21:12) Nat bet Neen upper 8 borer raes ea sh m atom Exterior Research and Design, I.I.C. Cenrykote oJAuthor)ration #9S03 6EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP k0, Usr ;su.nails aril four:spoil:oraspbak_roofing'cement'1or emy fu0- bin-hiaied'shingle.-.* Delow Aipbait, roofing cement.shogld-meet. 1SiM04586 Typi . tl. /lpOyv,spoa,br;:tspb - I roofing cement ua& eaeb,coimer:and ttaboui i2* to 10 Wirom edch,edge;: METRIC -01 MENSIONS STEEP SLOPE NAILING AREA I LANDMARK Tl. NorthGate: TRINITYJERD j37-! 1 1131/i'= 343 mm) (330•mm), j343'mm) ias tP/////.Irtttttttt/s' F_idti e'13,S;.ljse siz:nailfarid;%diii spn`tsof aspFdl'ltnoj9trgraernerr!_on ifeap,sloyes 12' 1444' 12' Nailing areas for steep slopes (greater than 21:12) and "Stomi-Nalling" Nail between bwer 2 nag Ones as shown above. 6.8.1 Hip & Ridze for Landmark",, Landmark", IR. Landmark", Pro, Landmark", Premium, Landmark", TL, Landmark", Solaris, Landmark", Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12' 305mm) G 6' 150mm) 050mm) t Notch foir Centering 17 3D5mm) Notches for Alignment to the Top Fudge of the Previms 7 Captor S (125mm) Expowre 77 English Dimenslon Shadow Ridge'" 87/er 250 m) rAlr! 413/16' 25rem) (125 6m) Centidag. 13114', '. % 7nun Notches for Al4rimed to 758' the Top Edge d the Previous 196m n ptor5?B'(141mm)6 posuns Metric Dimension Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certlptote of Authorlrorion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 22 927!!2' 15J18'(125 rom) Ce+rtrry NOAGt 13114' latches fo top 7 I edge of 194MM) DItV1GYt COt1r50 NorthGate Ridge V TRINITY I ERD 131/81, 333333 mm Ste_ I 1 ( 168 mm168M mm I `_ Centering 131!4' Notch 337 mm) \. k, / t notches to top 7 SW edge of ( 194 mm) previous course. NorthGate Accessory Flgure+i3 Use'krylirgAbkbei * center sbto W.on.Kps and. iidge; mtif fb ldeate;tbew"Wi espoads 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM OR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certiftate ofAuthorization #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 UT INITYJERD 6.9ANSHAKE'"', PRESWEMMARSOAH MORPRESIDENTIAL'S HAKE TL'", PRESIDENTIAL SOLARIS'"': j 40ij STEWSLOPELOV401`_E- F,4foi'ind':Makd#d gop__e-sA§e. lit jfklls for each MilYkWenliki For, "-slopes use nine-nalls-lor. gfilooris apply'dimeiter spo tsofa4lbibrooftqcement-ander-eaib'Wngefib. After opp*ng'i.nils io fietwm fbeinaiiilggolaefies; apply, -4 ngis-P-' Mini I- 4T above tib cutouts Inawg,certal]Ii t:ibs-of,o*ng,dilngecover-haiLs. AbldeAinev 11.33 rnm) f4 1/4* 362 mni)_, hid 60 'lln'e:' NOTE -A. K on Oil ld'ellnpyfitallioniZd PX 6.9.1 Hip & Riclae for Presidential Shake'. Presidential Shake" IR, Presidential Shake TL'", Presidential Solaris': 6.9.1.1 Option 1: Presidential Accessory f: (AC ( ky, Pr-esldentA accessory,shffigl:es;can'be.,used forrcovertng 140 : hipsand d s,.4 ppjf p. j1e;upJ6'Ah-e-djg ;-(expose no more_lhan:qlrom; ffi e bottb-mzedgeof tfieP6o-o1h;" 'F*'a's(,en7-eg6h.acceszr_y'iith t.*'olas Ceneis The las hers=most be 13%4' fig pr. pnger, spl, ih 0,tre%07e IC -Iiiiely- the deck NeWdWtial accessory.,pmei'in:hvo,,differ,enf,sim:-AccemM produced in fffr*$fiam,,.A1,SJf2";,x f-l;;Portland; -Ok'prci uces.'07/8',x 194- accessor y, 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest— IR hip and ridge shingles. 6.10 Por sicep slopes. we Giv.n:db and fth spoUol mpbb mobg Figam 1341AWICniq MalleraWsWes on cemcia for e2d -bll 1150ems shingle 6shm-o Aboiv. A'pl):I' Low, oftif Sland"a". (Z5mm) dl nKw spco'o! roollript"f WM 0 4186 Yijt 11 for I* Rod sun6rd slopes, use Ove nads for each full soosed) under each tab comer. Prm'Ai* jm,jbm do cot Haiterns*sItIngle As"siioon abom MPOW CeMtVL CAIMOK: Too much rooft cemeso'con came shingles to bilmer, Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certiftcote ofAuthorization M03 EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'-: 6.10.1.1 Option 1: Accessory for Hatteras 1 . tt , Ifrgriiis IS -r4::18tbias:pece_oli s s pri ore:lo: ialie 5#4atraias60#;&,: 6.10.1.2 Option 2: Cut Hatteras Shingles I F230'irim) I I i - I. f. I Capp Ligie' Shingles Shingle' LShlrtgle Q0TwN1TYjERD 8-' Flgu15=20 CrciHatlerassbinglestomo oouercup F jeirselS:Zl:rli srlai7ot%mr:q`cops.iilonAbips'andrfiJRes 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 -M. HIGHLAND SLATE'"' IR: IOWA 6-UAMDA&D-SIQi'E STEEP SIOPE, r r r r' vn n?lls ?0v xtir-Spots bCupbm1"06Ang ceme0t• fol ach on 1 wo u ara••l rao..e Lull iilglilaod Mak sbingte Por MlainL--D4de, SD[ bills iie regolred. Ap yd! diameter spo6f aspball roofing -cement under eacb laban:-T i const 4WI tooling cemmi mee ft&j9 "86 Type 8 is suggested. 6firN•Oao nquYw aX nft M nib hub bdowrcnmr Q wloeow} Figure 11-$• V - MT naus for 6wY Wgbland Sfoie sbM& Ps l nr'.p _ aKiWlbe/iY RyiamJ , t• r. t. Ibolhp Ceroid iigroe 113e:.UsetJVB now and esgW +poh oJa pbdU rorijbV omndnr anddr eacb io6cornds CAUTION _Excg4lve--use of tdg8ng cement can cause shlnoo to b stet. 6.11.1 Hip & Ridge for Highland Slate'-, Highland Slate'- IR: Refer to instructions herein for Cedar Crest'-, Cedar Crest'- IR or Shangle Ridge'- hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorirotion #'9503 Cm EDITION (2017) FBC NON-HVHZ EVALUATION FL5404-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2027 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle loaned as shown below. Imt 156 n1m) 1 VT-RINITYJERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting ASTM D4586 1* 11 is suggested Apply 1'(25 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1 ------------- 0 sp------ia— O 7 T Rooney csmom 6.12.1 Hip & Ridt:e for Patriot': Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR, Shadow RidgeTM, NorthGate or Shangle RidgeTM hip and ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 CW requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Cerripcore oJAuthorrrotlon #9503 6T" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-1112 Certain"reed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 CBUCK Engineering Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI -213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 111 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI -2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum 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 a.v.. o.mmk ad tr aem.ok am.em No 31242 0, C, STATE OF S1ONALE?0. r 04k&W gVmd by:lanes l lucbrcr. V.F. CBUCK, Inc. 2015.03.0210:57:51 -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 CBUCK EnginPL=rinq Speclaity Structural Englnemerinq Manufacturer: Millennium Metals, Inc. FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM-2B-0RV-ER 14 Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Product Name: "MMI -26" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2B" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater CBUCK EnginL=L=rinq FL M FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 3 of 7 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 M QUA 1824). CBUCK &nginPL=rincq FL #: FL 16568.1 RI Date: 2/26/15 Report No.: 15-104-MM-2B-0RV-ER 14 Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: MMI -213" Off Ridge Vent with Detachable Baffle by Manufacturer): Material Tyne 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Tyne 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: 24" 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 818.6.4 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 CBUCK EnginL=L=rinq FL M FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM-2B-0RV-ER 14 Page 5 of 7 Spedalfiy Structural EnginIng 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 -2B 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 M 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) CBUCK EnginL=Prinq FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 6 of 7 Specialty Structural Enginserinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 1/2" 3" 1 5-1/2" Profile Drawings 124 18-1/4" 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 a] Detachable Baffle —1 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) 3" Higher Slope Back) CBUCK EnginPPrinq FL #: FL 16568.1 RI Date: 2/26/15 Report No.: i5-104-MM-2B-0RV-ER_14 Page 7 of 7 Spxlalty Structural Enginemarinq CBUCK, Inc. Certificate of Authorization 1!8064 Installation Method Millennium Metals, Inc. MMI -213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 11/7 o.c. 1 UT 4" o.c. 4" o.a Typical, Mabmum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft e / 6 Ft 8 Ft. 10 Ft. Jai i ' /- •• . -. ice L_! • Typical Fastener(s) 24" 11 Gauge Ring Shank Roofing Nail OR 10 nun. VNt)0d Screwsc_ 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 RegulationFLORIDA OMMWCM OF Business & Professional rr 80S Home I too In I user Replstratlon I Hot TOPIC I Submit Suroharge I Sats & Facts I Publications I FBe Stan I BOS Site Map I Unla I search I Florida r I(I II USER: Approval usea: went user Product Approval Menu > Product or Application Search > Application List > Application Datell Hyl walimFL # 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 terryglllisOcommerciaiwncreteprod ucts.com Technical Representative R. Tent' 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 ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed THUY H. HUYNH the Evaluation Report Florida Ucense PE -60122 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/25/2024 Validated By John Hoy R Validation Checklist - Hardcopy Received Certificate of Independence FL1774 R5 COI 370940 Enaineerina 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 hos://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 1/26/2018 Florida Building Code Online 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 Page 2 of 2 FL lit Model, Number or Name Description 1774.1 Quality Precast or Commercial Precast and Prestressed Concrete Untels Concrete Products Limits of Use Installation Instructions Approved for use in HVHZ: No FL1774 R5 II. 370940 Installation Instructions 101317.Ddf Approved for use outside HVHZ: Yes Veriried By: Thuy H. Huynh PE60122 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1774 R5 AE 370940 Enoineerina Evaluation Report 101317.Ddf FL1774 R5 AE 370940 Load Tables 101317.Ddf FL1774 R5 AE 370940 Quality Control Manual 101317.0f Created by Independent Third Party: Yes Badt Nert The State of Florida Is an AA/E80 employer. Copyright 2007-2013 Slate of Florida.:: EdyRQ Statement :: Aauslbllity Statement :: Refund Statement Under Florida law, emall addresses are public records. It you do not want your e-mail address released In response to a publicrecords rettuat do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 850.487.1395. 'pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees 0censed 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 emall 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 dict h0L. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 1/26/2018 STRONG' ON SERVICE P.O. Bot 11- Brandon, Flotlds 33509-0011 uww v qu; T20- 1730 om U =Es U 11018DA WLDMG CODE 6th EDITIOK 70M RESIDENTIAL SECTIONS 84072 18606. LZ RDWA f3IlRWN6 CODE, 6th EDMOI, 20I BURDN& 8=100 19017 17101. IS S UdDNS5 CODE I:EdUR O(M FOR FlIENC 9CED CONQETE (ACJ 316.141 W DUILDMG CODE 111152MV1814" AND SPECRCATICN FOR MASONRY STRUCTURES (AW 530-1) I AG 6301-W IS Al 10M M 60CEW OF CML SIM EM MNo-M1 DESICal1 LOADS FOR ENLDNSM AND OTFM STRICIM (ABLE 1.101 2) CONCIR TE, 2.1 =NCIETE C4I'R06N 6TF86'TW AT 28 DAYS: W PRE -CAST WISTANDAFO F bf0RCBlW-4000 PSI MDL 7.12 FR? -CAST IWRESTRESS IEWOK LENT -6000 FM 113 GROUT FEZ A61M C416 - 3000 PSI V MAX 3/6' AGGTE"M S' t0 IP SUMP. 22 W.W-ORW6 DARE, 22J STEEL PLACED N FFECA6T LJNIEI. AT TM OF R40F CATM A61M A&M (GRADE 60) 221 STEEL N LOM AND aaocl= B1.= (PLACED N FM.D) ASTM A616 (GME 401 U PFESTIM6 STRANDS ASTM Aft 14WUif; 67RM FELIEVED 2101601 IA OVAL WVORCVW N ACCORDANCE Ulm ACI 319 29 CD CFETNG OPERATIONS 6HALL G1OMY WIN AG STANDARD& 26 043 UIRE PER A61M A %6 W11A60 W W CGNCIETS MAWW N4178 (CMW SWULL OONFM TO ASTM 0110, NOW441. WEIGHT WIN MNMIM NET AREA COMORESSIVE STRENGTH 2000Pb1 32 MORTAR NOLL GWOM TO ASTM C -3V TYPE W OR'6' 33 RLL MORTAR JOINTS ARE RECILIM 3,4 MMMM ALiWW"7E 26 -DAY C019119561VE STRENGTH OF CMJ AND MORTAR SHALL NOT BE LEW THAN PM 2000 PSL MA801Z1' STRIE i7W SHALL BE ESTAOLSHED DT INE 1NIT STRENGTH METHOD' OR ALTIER"TIVELY, IBY TIE 'PRISM TEST METHOD' Mae USM seamolwm HAVE NOT BEEN MET. 4)STIBICnDtQj Q SAFE LOAD VALUES ARE OABED ON LNTELO 140116 A EEARWS CP S' MM A MNMIM AOCEPTABW SEARING OF 4• PER FLORIDA ADM* CODE 6TH EDITION, 2011 RESIDENTIAL, SECTION R606&3 OR FLORIDA M"04 OODE 679 EDMOK 2011 mm.Dw SECTION 710Q 42 SAFE LOAD VALIM aA6ED ON RATIONAL DEM ANALY610 PER ACI 316 AND ACI Sao 43 000M MAY EVALUATE CONCE)4TRATED LOADS FROM T14E SAFE LOAD TAKES BY CALC"TNG MA> W RE816TNG MOMENT AND SHEAR AT d DISTANCE AMY FROM THE RACE CF THE 61WORT. 44 FDR LNTEI- LENGTH AT W -W OR GIEATER VEZICAI- CELT. FLLLED 60M MT4 GROUT AND MNMIM ONE (V 9 YOU" REBAR 10 I WAMIED AT EACH END OP THE LNTEL. 45 LNTELS THAT AN GIEATER THAM 14'-0' CLEAR $PAN MUST BE PROVIDED TSIVIRARY SUPPORT, NOT BE FMiOVED U<`IIL I DAYS AFTER GROUt PLACEMENT. 3000 PSI GROUT PLACED IN FIELD) TOP LEG BARS: SEE SCHEDULE) 1) (I5 CONTINUOUS REQlD. PER STRUCTURAL PLAN 7/32' SIRRUPS AT 4'-P u MED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1.7=STTRRUPS FOR COMMERCIAL CONCRETE LNTELS ONLY 2. MN. BEARING REQUIRED AT EA. END -f 3. STANDARD FOR RBNF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT PLACED IN FIELD) 05 CONTINUOUS DID PER STRUCTURAL PLAN STIRRUPS AT t -V cc OR WELDED) 17/3 STIRRUPS FOR COMMERCIAL C)NCRETE UNTB.S ONLY 2. MN. BEARING REQUIRED AT EA. END - 4' a STANDARD FOR RENF. STETS - ASTM A615 TYPICAL LINTEL SECTION PRE -STRESS CON R. TYPE DESIGNATION P-FLJW lfraf t><UINrT1YtW0WAT 9-9WDIJNIB rWfMU MCAVRY 8x16 -P-1 L / 1 l) Nouka vow J I Ltcw« X \GEN`S'. r/,` i Pq.9oxJmt GENERAL NOTES & DETAILS No. 80722 81adtSDIE6 Iviea1 61S9698 i8 UNTEL STATE OF Q ` ; f ` 1 CAUM: DANSCO' m...v..eem.,..,s. a w.o.o®ie.no® T pwAftatic®+m1a Pt auo *i JOeNO.: 371066 nKw"L rt#w1m -. A.••N- S ONa A r JAN 0220 O SKI w23 QUALITY PRECAST COMPA SMNW ON SWAM P.O. Box 11- Brandon Fto & 33509-M 1 w 800) 752-1730 Concrete i cast Co. FL u GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS UNTIL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS A B GRAVITY UPLIFT L (1)0bU (N)+&- (1) ( 0)"L (1 81) ( 1 (2ice 1081.(1) DET. H DET. J DET. H& J DET. K 2' -10' T - 8' Precast 2-#2 2-02 NONE 4896' 8487• 4898' 4896' T - 6' . 2' - r Precast 2-02 2-02 NONE 3114 8184 4439 8184• F7- 0" 2'- 8" Precast 2-02 2 - #2 NONE 2305 1 8020 3322 8987 W-6' 3' 2" Precast 2-02 2-42 NONE 1 T70 5743 2582 8353 4' - 8' 3'- 4' Precast 2)14.5 Wire 243 #3 NONE 8614 10000 9053 10000 6' - 4" 4' - 0" Precast 2-02 2-93 NONE 3478 4460 1808 4275 5'- I(r 4'- 8' Precast 2 - #2 2-03 NONE 2883 3693 1499 3577 6' - 8' W-2" Precast 2-02 7 --W4 NONE 3227 3227 1201 2939 r- W 8' - Y Precast 242f2 2 - #4 NONE 2498 2498 800 2322 T - 8' 8' - W Precast Z) 04.6 WIro 2-#4 NONE 3071 3071 2916 3049 W - 8" Precast 2) D4.5 Wine 2-04 NONE 2831 2831 2651 2811 8' - 4" T - 0" Precast 2) DU Wks 2-04 NONE 2625 2625 2421 2807 V - 6' 7'-Z' Precast 2-02 2-#4 NONE 1946 1934 703 1822 W - 4' e' - 0" Precast 2 - #2 2-04 NONE 1593 1874 588 1828 10' - 6' 9' - Y Precast 2-92 2-#4 NONE 1329 1407 468 1285 11' - 4" 101-V Precast 2-03 2-#5 NONE 1312 1312 406 1104 17-(r 10' - 8' Precast 2-0 2-#5 NONE 1210 1210 366 986 12'- W 11' - 2' Precast 2-03 2-#5 NONE 1354 1354 961 1354 IT - 4" 12' - 0" Precast 2-#3 2-#6 NONE 1045 1045 303 802 14' - 0' 12' - 6" Precast 2-44 2 -JR5 NONE 978 976 278 730 14' - 8' 13' - 4" Prestressed 2-03 2-d)5 NONE 978 1418 422 830 IF -W' 14' - 0" Prestressed 2-93 2 - 55 NONE N.R. 1290 387 76D 1 T - W 18' - 0' Prestressed 2-03 2-05 1 NONE N. R 1 952 326 641 19' - 4' 18' - 0" Prestressed 2 -#4 2-05 E N.R. 751 266 523 20' - 0" IV -8" Prestressed 2 - 03 2-05 NONE 981 961 446 872 21'- 4" 20' - 0' Prestressed 2-04 2-05 NNE N. R 678 219 431 22' - Cr 20' - 6" Prestressed 2-04 2-#5 NONE N.R 634 228 445 24' - 0" 22' - 8" Prestreesed 2-04 r- WS NONE N.R. 622 174 341 Ig UN rva_ NEOWABOW L NTti MATS CEEP B64M O LATERA NDiEt1: (1) $4 W R9MAW FOR DEEP SEAM ONLY J c N Hci"y% GENS •. 2A, e UMPlt GRAVITY & UPLIFT SAFE LOADS * : N0.60122 ft8'x16 LINTEL o . . t `+ _ a.•v . ' STATE OF 7,:•- DANSCO •'FS;•:;tOR10?.•N --7JAN 02 F siHtvwsweesY.C.ee. "mm&ommm. IP Mau ANO_ 37100 ° ` S ONAL roi"'' O• )Vm'f K NI o" .0 0e0132 II1E1 j' QUALITY PRECAST COMPAI STRONG' ON SERVICE P.O. Banc 11 - Bmn dtom Florlds 39509-0011 x( 800) 752-1730 y uW P.O. BOX.%= 61S645A166 rae 81UM116% E CA2" am EPAMONWAM uc NR - NOT FW0MM9M NOTE 9 ' LARB MEEM DBEP BEAM CFM94 4 NOTE#1: (1) 94 MPL RMlIii® FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS 65Q4" UNTEL oB wo. 371068 1 uO was A. mmsm P.t &V'us O,WYKWwft r.Lta in ceoQsee+ a4eBes 4+ i NO. 60122 STATE OF ' 44 c4ORIOP•'• xs•......•_ N` 1n A 1 A 1 JAN 0 2 Of GRAVITY 8r UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE GRAVITY TOP BAR BOTTOM BARS (0)"L (1)#6U (1)861- M15 A B DET. P DET. 0 UPLIFT row' (1 (1)95L MOU 1)051.(1)NdU DET. P& G DET. R Z- l0p 1' - 6" Precast 2 - A2 2-02 NONE 6243' 10000• 8243• 8243• 7-6w 7-r Precast 2-02 2 - 02 NONE 5321• 7708' 6195• 6195• W - Qa 2' - 8" Precast 2-02 2-02 NONE 3945' 65241 5263' 52W W - 8" 31-21 Precast 2 42 2-02 NONE 3033 6752• 4214 6752' 4' - 8" 7-4" Precast 2) D4.5 WIre 2 - #3 NONE 83470 6347' 63470 63470 5'- 4" C-00 Precast 2-02 2-#3 NONE 3848 9921 2944 6538 F- 10F 4' - 6" Precast 2-02 2-03 NONE 1 3164 8183 2443 7066 V - 6" W-2" Precast 2-02 2-#4 NONE 6159 7054 1956 5833 T - 6" 6' - 2' Precast 2422 2 - #4 NONE 4535 4884 1462 4185 T - 8" 6' - W Precast 2) 04.6 Wb*2 4 NONE 5987 6803 4657 6477 Ir! 0" W - 8" Precast 2) D4.5 Wtro 2-0 NONE • 6430. 6524 4238 5756 W-4, T - 0" Precast 2) D4.5 Vft 2 - #4 NONE 4981 4979 3869 5176 8' - 8" T - 2" Precast 2 =172 2-04 NONE 3471 3702 1139 3236 9' - 4" 8' - 0" Precast 2-92 2.04 NONE 2841 3081 948 2875 10' - 6' 9' -r Pretest 2 - #2 2-04 NONE 2540 2797 755 2108 11' - 4" 10' -v Precast 2 -1'p 2-415 NONE 2252 2252 1 653 1809 17-0" 10' - 8" Precast 2-03 2-#5 NONE 2048 2048 587 1815 8' 111-r Precast 2-0 2 - 85 NONE 2269 2269 1577 2269 4" 17-V Precast 2 - 03 2-05 NONE 1732 1732 4-9-- 1312 0" 17-r Precast 2-04 2 - NONE 1606 1808 443 1192 8' 13' - 4" Prestressed 2 - 4Ci 2.05 NONE 1808 234b 828 1237 19-4" 14' - 0" Prestressed 2-03 2 . #5 NONE N R 237 674 1134 4" L2Z16' - 0" Prestressed 2-03 2.05 NONE N.R 1851 451 892 IF -V' 18' - 0" Prestressed 2-04 2-#5 NONE N. R. 1310 430 850 0" 18' - 8" Preatreased 2-03 2 - #5 NONE 1254 1254 702 1271 20' - 0" Prestressed 2-04 2 -#5 NONELEU 1062 391 761 20' - 8" Prestressed 2-84 2-#5 NONE994 359 710 0" 22 - 8" Prestressed 2 - #4 2-05 NONE824 302 1 598 y uW P.O. BOX.%= 61S645A166 rae 81UM116% E CA2" am EPAMONWAM uc NR - NOT FW0MM9M NOTE 9 ' LARB MEEM DBEP BEAM CFM94 4 NOTE#1: (1) 94 MPL RMlIii® FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS 65Q4" UNTEL oB wo. 371068 1 uO was A. mmsm P.t &V'us O,WYKWwft r.Lta in ceoQsee+ a4eBes 4+ i NO. 60122 STATE OF ' 44 c4ORIOP•'• xs•......•_ N` 1n A 1 A 1 JAN 0 2 Of STRONG' ON SERVICE P.O. Box 11 - Brandon, Fiortda 33509-0011 www.gu recaetoom 800) 2-1730 t jl- DbArlbuEore for. FL FL 1774-R5 i UN PD. OW 3400 Raldo 33in PhD= 113.6MI" L5 j. F=013"L96" ACni`""„a DANSCO vommummuc NOTE 61 GRAVITY & UPLIFT SAFE LOADS 8'S28" LINTEL roe Na 37100 I D sa wn ti cam. F Mod Av"N K Mffl t t win NA - NOTA LNTEL nEE1S'0133' e6AM CRdBaA NOTE01: (1) 04 MR MEWED FOR DEEP BEAM ONLY 1 '4a# G E NSF •. ,e w No. 60122,.,-...:--,* r n) T ,.i STATE OF ''-s•—;:".AN`'' S O s,S NAL EN .• .rte. 018 GRAVITY 8r UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE GRAVITY UPUFT TOP BAR BOTTOM BARS (0)05L (1)06U OWL MOW (0)81L (1 1)16L MM 1A5L (1m6 A 8 DET. 8 DET. T DET. S 8 T DET, U. Z-10" 11-61 Precast 2-02 2-S2 NONE 9816' 10000' 9918' 9916• 7-6, Z-20 Precast 2-02 2-S2 NONE 642V 9031• 7518' 7518' 4' - 0" 2'- 8" Precast 24292 2-S2 NONE 4785' 7627' 8388' 63W' - 4' - 6' T -2" Precast 2-02 2-02 NONE 3868' 8541• 5031• 6031' 4' - 6" 3'- e Precast 2) Ds.5 VNre r- N3 NONE 722V 7220' 7220• 7220' 6'- 4' 4' - 0" Precast 24292 2-93 NONE 4820 5780' 3513 6780' V -10' 4' - 6' Precast 2-02 2-03 NONE 3800 6548 2915 6688 V - 8" 5' - 2" Precast 2-02 2-04 NONE 7376 10000 2332 4538 T - 8" Fr2' Precast 2-02 2.04 NONE 6433 7087 1743 3376 T - 8" F-7 Precast 2) Das Wee 2 - 04 NONE 7086 9405 5529 9872 W-0, 8' - 8" Precast 2) D4.5 Wire 2.- 04 NONE 8448 8101 5030 8487 8' -,r T - 0' Precast 2) Dob Wte 2-04 NONE 6892 7113 4594 7410 8' - 6" T - 2' Precast 2 - tO 2 - 94 NONE 4159 SOTS 1357 2615 91-C 8' - 0' Precast 242 2-04 NONE 3405 4099 1129 2164 174" 6' 9' - 2' Precast 2-02 2-94 NONE 2645 3222 899 1710 111-C 10' - 0" Precast 2-03 2-95 NONE 28M 2888 777 1470- 47012'- 12'-0" 117-6- Precast 2-03 2-95 NONE 2586 2585 698 1314 12' - 6' 11' - 2" Precast 2-03 2.85 NONE 2796 2796 1675 2857 17-C 17 -IV Precast 2-03 2-95 NONE 2157 2796 575 1071 14' - 0' 12' - 8" Precast 1 2-44 2-93 NONE 1888 1950 528 975 14' - 8' 13' - 4" Prestressed 2-93 2-05 NONE N. P. 2871 746 1474 15' - C 14' - V Prestressed 2-93 2-85 NONE N. R 2818 884 1353 17'- 4" 18' - 0" Prestresped 2-03 2 -X16 NONE KR 2023 587 1161 19-4" 18' - 0" 1 Prestressed 2-04 2-95 NONE N. R 1607 513 1015 20' - 0' 18' - 8" Prestressed 2-03 2-95 NONE 1638 1538 830 1511 21' - 4" 20' - V Prestressed 2-04 2-85 NONE N.R 1188 464 BOB 2Z -O' 20' - 8' Prestressed 2-04 2 45 NONE N.R. 1222 428 847 24' - 0" 22' - 8' Prestressed 2-94 2 - *5 1 NONE N. R 1014 380 714 i UN PD. OW 3400 Raldo 33in PhD= 113.6MI" L5 j. F=013"L96" ACni`""„a DANSCO vommummuc NOTE 61 GRAVITY & UPLIFT SAFE LOADS 8'S28" LINTEL roe Na 37100 I D sa wn ti cam. F Mod Av"N K Mffl t t win NA - NOTA LNTEL nEE1S'0133' e6AM CRdBaA NOTE01: (1) 04 MR MEWED FOR DEEP BEAM ONLY 1 '4a# G E NSF •. ,e w No. 60122,.,-...:--,* r n) T ,.i STATE OF ''-s•—;:".AN`'' S O s,S NAL EN .• .rte. 018 Ione QUALITY PRECAST COMPAI STRON3' ON SERVICE P.O. Box 11- BrendtM, Florida 336090011 ww( 800) 752-1 0 124 FOR a' VVWx W MGH LME.S, USETiESANETABLE LC4D VAUMS ABOVE 14= 1Z1 r wue r r®re r m= rim= WALMA! DEAL -MM WALW QUALM v V4. H V P.O. 0 Ell BOX 3400 e : : ow unwWogGRAVITY & UPLIFT SAFE LOADSNa, 6x122 F=$ SD,;. s" ,% 8"x8" RECESS DOOR HEADER CAM" 0••, STATE OF--- ANSCO ,'F '• oR o:•'• ''.• JAN 02 2oxmrmwr. uc t5' • • ....... Q . w i79+ ao"r' mw aue weM me N0.: 371068 rK ,,` 0NA1- ,,e NtumpuU.M Ofwm^'°°' m.e ' GRAVITY & UPLIFT SAFE LOADS (PLF) S" x S" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE BOTTOM BARS TOP BAR B PLAIN DET.DA GRAVITY 0- (1)NS DET. DS UPLIFT 1)66L (1)I6U (1)6L (2)96ArCET-DSF&CCDET.DC DET.DF T-8" 2-4' 2-V Precast 2-02 2 -1012 NONE 848 852 1195 1224 4' - 0" 2 - 8' 2-4" Precast 2-02 2- 02 NONE 697 898 1050 1079 4' - 2' 2-10' 2 - 8' Precast (2) D4.6 Wire 2-103 NONE 1348 1 1584 1584 1320 130 4' - 4" r— T - 0' F- 2'- 8" Precast 2-02 2.02 NONE 583 583 936 965 965 4' 2` F_ 2- l(r Precast' f- 22 24202 NONE 536 535 a"916 918 4' -_r— W 3'- 0' Precast (2) D4.5 Wit 2 - 03 NONE IM 1278 1278 1090 logo 5' - 8" 4' - 4" 4'- 0" Precast 2-02 2 - i13 NONE 1 664 703 694 878 878 5' -10" 4? -6' W-7 Precast 2-02 2-03 NONE 542 659 688 654 854 W - 8" V-4" 0' PrecastEDU 2-94 NNE 446'' 680 BOB 530 530 T-5- F - 8' S --4' Precast 2 - 04 NONE 419 639 688 478 600 T - 6" W-7 5' -10" Precast 2-04 NONE 384 585 BOB 4.14 461 TT8" 9-4" 6'- 0' Precast Wit 2 - 04 NONE 494 827 827 485 532 9' - 8` 8' - 4' W-0" Precaat 2-04 NONE 279 384 1 627 244 1 343 FOR a' VVWx W MGH LME.S, USETiESANETABLE LC4D VAUMS ABOVE 14= 1Z1 r wue r r®re r m= rim= WALMA! DEAL -MM WALW QUALM v V4. H V P.O. 0 Ell BOX 3400 e : : ow unwWogGRAVITY & UPLIFT SAFE LOADSNa, 6x122 F=$ SD,;. s" ,% 8"x8" RECESS DOOR HEADER CAM" 0••, STATE OF--- ANSCO ,'F '• oR o:•'• ''.• JAN 02 2oxmrmwr. uc t5' • • ....... Q . w i79+ ao"r' mw aue weM me N0.: 371068 rK ,,` 0NA1- ,,e NtumpuU.M Ofwm^'°°' m.e ' 1 QUALITY PRECAST COMPA I._'STRONG' ON SERVICE P.O. Box 11 - Brandon. Roddy 33809.0011 www.qual yp 800} 275177330 t'svtmv - M FLIM - FOR Ir WIDE x6"Hff3HLM9yS• USE THE SANETABLEIAADVALUESABOVE ru PO r lecse a' lmoen4 r wscae4 DETAIL W DETAIL 'dC' DFTdIL P.O. !OX 34M Apdb 013645 1" CA=M DANSCO uc GRAVITY & UPLIFT SAFE LOADS 8'k17' RECESS DOOR HEADER Ob No.: 371068 I oere+esla P8 13 715 K NUTNN..E 1!0)74 No. 60122 STATE OF .' F! ORIDP •• JAN 0 2 KI I of GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS A B GRAVITY 06L (1)f15 (1)65L (1)9 DET. DJ DET. DK UPLIFT 0)06L ( 11115im 1)OSL (2)05U DET. DL 3'-8" 2'-4' 2' - 0" Precast 2 - 02 2-02 NONE 1152 3342 3386 4' - 0" 2'-8' 2' - 4' Precast 2-02 2-42 NONE 945 2817 2681 4'- 2' 2' -10" 2' - 6" Precast (2) D4.6 Wire 2-93 NONE 2681• 4259 3838 3838 4' - 4°' 3' - 0" 7 - 8" Pmt 242 #2 2 42 NONE 788 2433 2477 2477 F:. 8" Tr2" 2' -10' Precast 2 - 412 2-02 NONE 721 2277 2321 2321 F --r TV4" 3' - V Precast IM D4.6 Wire 2-03 NONE 1988 3244 2985 2985 S - 8' W-4" W-0" Procrit 242lR2 2-03 NONE 1204 1822 1619 1812 6' -10" _ 4' - 6" 4' - 2" Precast 2702 2-43 NONE 1388 1552 1544 1544 8' -*r 5.4' 6'- 0' Precast 2-02 2-#4 NONE 141l 1411 12T7 1277 T-6, V-8" V - C Precast 2-#2 2-#4 NONE 1315 1315 1170 1169 T-6' , 8' - 2' S' -10' Precast 2 -02 1 2-94 NONE 1192. 1192 1012 1066 T - 8° 1 W-4' 6' - W Precast IM 04.6 Wire 2-04 NONE 1348 1346 1225 1253 1T - 0' I 8' - V 8• - Ir lPmcaetl 2-102 2-041 NONE 805 782 697 1 771 FOR Ir WIDE x6"Hff3HLM9yS• USE THE SANETABLEIAADVALUESABOVE ru PO r lecse a' lmoen4 r wscae4 DETAIL W DETAIL 'dC' DFTdIL P.O. !OX 34M Apdb 013645 1" CA=M DANSCO uc GRAVITY & UPLIFT SAFE LOADS 8'k17' RECESS DOOR HEADER Ob No.: 371068 I oere+esla P8 13 715 K NUTNN..E 1!0)74 No. 60122 STATE OF .' F! ORIDP •• JAN 0 2 KI I of STRONG' ON SERVICE P.O. Sm 11 - Brendon, Ronde 335090011 WWW.quftmeel.00m 80000 77552-1730 iii FL Er RORB•WIOEXWMHLNiH.B.UBEIMBAWTABLELOADVALLMABOVE r r mm mcm DETAIL ADD' DETAIL 'DE' DEterL G' P.O. loo a= uW i * • o"o „m GRAVITY & UPLIFT SAFE LOADS - No. 60122 _. sante r 16116 96ve 8'k16" RECESS DOOR HEADER .) ' Iaweo...ro. •,• STATE OFDANSCO uss+.. .'•=,( ORIOP, Z • ' Ani 9404MV14 LLC wvarrs"+eewss°tnove JOB NO. 371068 Daiwa&MWRA.GAEDIBO . P8 0300 1°. iVF{L 't ww;om •01C"" M%WKWfW P.LO ola SK I'1 923 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR PAN DOOM SUM(i TYPE GRAVITY UPLIFT NSL (2p6UTOPBARBOTTOMBARS (0 (1)MU M95L (IW5U (0)18L (1JVEbL(1ABDET. DD DET. DE Mr. M DET. DO T-8° 2'-4" 2' - 0° Precast 2-02 2 - 02 NONE 2558 7405 6636639 4' - 0° 7-r 2' - 4" Precast 2- 02 2.02 NONE 2104 6071' 6464 5464 W-2* 2' -10" 2' - 6° Precast (2) 14.6 W1e2 03 NONE 408210000 7229 7229 4' - 4° T - 0" 2' - 8' Precast 2.02 2 - 02 NONE 1766 4946 4381 4361 T - 6" 3'- 2° F- Precast 2 - 02 2 - #2 NONE 1616 4526 4016 4016 4'. 8° F- 4° 7-01 Protest (2) 01 .S Wfre 2 - 03 NONE 3011. 6797 6100 5100 5' : 8° V - 4" 4'-O" Precast 2-02 2-03 NONE 2698 2003 2585 2568 5' -10° T - 6" T - 2" Precast 2-02 2-03 NONE 2533 2754 2461___J 2461 6' - 6° W-4" W-0' Precast 2-02 2-94 NONE 2380 2350 1921 1920 T - 0" 5'- 8" 5' -,C Precast 24202 2-04 NONE 2175 2175 1733 1783 T - 6" W-2" 6' -10" Precast 2-02 2-04 NONE 1945 1945 1500 1610 T - 8" 6' - 4' 7F- O" Precast (2) D4.S Wbo 2 - #4 1 NONE 22 4 2214 1780 1843 W-3' W-4" 1 8' - 0" Preeest 2-02 2-04 NONE 1 1250 1257 884 1133 Er RORB•WIOEXWMHLNiH.B.UBEIMBAWTABLELOADVALLMABOVE r r mm mcm DETAIL ADD' DETAIL 'DE' DEterL G' P.O. loo a= uW i * • o"o „m GRAVITY & UPLIFT SAFE LOADS - No. 60122 _. sante r 16116 96ve 8'k16" RECESS DOOR HEADER .) ' Iaweo...ro. •,• STATE OFDANSCO uss+.. .'•=,( ORIOP, Z • ' Ani 9404MV14 LLC wvarrs"+eewss°tnove JOB NO. 371068 Daiwa&MWRA.GAEDIBO . P8 0300 1°. iVF{L 't ww;om •01C"" M%WKWfW P.LO ola SK I'1 923 QUALITY PRECAST COMPA STRONG ON SERVICE P.O. S=11 - Bgmr doon Florlds 39508.0011 x( 800) 75Z-1730 FL 0, 0, amm zi - I -jml .I t. - LMTTi NESS DEEP WAM CRiTSM NOTEft (1) 04 NIX R492AM FOR Dry IMEW ONLY FOR r VVEEs 9' MGN UNTW. 4SETMSMNETABLE1.04D VAL LES AWE YQeszHaaaPy(J,a i FiOIdO.iSQi Pr OnC. RaWo GRAVITY & UPLIFT SAFE LOADS GRAVITY & UPLIFT SAFE -LOADS (PLF) S" x 24" RECESS DOOR HEADERS F e;aa'Aa" cw ssewvme rMipmn M4" RECESS DOOR HEADER LINTEL LENM CLEAR SPAN DOOR SIM TYPE TOP BAR BOTTOM BARS 0)06L A B GRAVITY osu 0)06L Mos DET. DO DET. DR UPLIFT 0- (1WU OWL ( 1)05L (1)#6 OEr. 00 a DR DET. 08 3'- 8' Z-4" 2' - 01 Precast 2-02 2 - X12 NONE 4546' 6188• ffi17• 82 T 4' - 0" 2' - 8' Z-4" Precast 2 - #2 2 - #2 NONE 3744 6650' 8650' 6850• V-2' 2' -10" Z-0- Precast (2) 04.5 Wft 2 - #3 NONE 6250• 6250" 6250' 625V W-4" T - 0" T - 8" Precast 2-#2 2-02 NONE 3132 5915" 5817 5915• 4' - 6" 3' - 2" 2' -10' Precast 2-02 2 42 NONE 2860 9783 5361 10000 4--r T - 4" T - 0" Precast (2) D4.6 We 2-03 NONE 5066 1 10000 6379. 10000 5'- 8' 4-,C 4' - 0" Precast 2 -#2 2-83 NONE 3087 7617 3272 6749 5' -10' 4'- 6" 4' - 2' Precast 2-112 2-03 NONE 2946 6686 3077 82.26 8' - 8" 5' - 4" 5'- 0" Precast 2-02 2-04 NONE 3798 5098 2320 4486 T - 0" 9-r S-4" Precast 2-02 2-44 NONE 4505 4538 2094 4034 T - 6" F - 2" 6' -10' Precast 24262 2--94 NONE 3869 3896 1812 3605 T - 8" W-4!' V-0" Precast (2) 04.5 Mel 2 - #j4 NONE 1 2715 4882 1856 4178 W-9- 1 W-4- 1 W - V' I Precast 2-02 2-04 NONE 1563 2400 1054 2235 0, 0, amm zi - I -jml .I t. - LMTTi NESS DEEP WAM CRiTSM NOTEft (1) 04 NIX R492AM FOR Dry IMEW ONLY FOR r VVEEs 9' MGN UNTW. 4SETMSMNETABLE1.04D VAL LES AWE YQeszHaaaPy(J,a i FiOIdO.iSQi Pr OnC. RaWo GRAVITY & UPLIFT SAFE LOADS rr o. 60122 F e;aa'Aa" cw ssewvme rMipmn M4" RECESS DOOR HEADER e; ' i. 0p . STATE V 4,/_ DANSCO OF o,...»o...a SSS' • ... •.N,++. 0 , SIIf.ND. OdA_WYMA.GRa aI M P2.0=0 ornss co.o auc. w w roe wa 377068 K HUML P& Win SKI 40123 QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11- Brendan, Florida 33509-0011 800) 2-1730 FL 1774 - ILM&MEMCEPWAmcmum N=01:(1)/4AW. MUMPMDEPIX"(PLY 14m FOO rWWx9'NQHLW EA LSE7FESAYETABLELOADVALLIWABOVE r peLe L !' I1mm DETAIL W PA.110x34W * • No. 60122 it o XM PhW= GRAVITY & UPLIFT SAFE LOADS : -0 sra1sddv 8'k28" RECESS DOOR HEADER %0-. STATE OF F DA SCO G"w 4ORIOP;•••'' aaxammcur paticeawato. re 034245,++ SS; pNAi 'E G•` .iJ4 0 elaraersex SKI S 01Cmsoraao37106b wmx a mllmwam KnanrNK tleolit 231 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE GRAVITY UPLIFT TYPE TOP BAR BOTTOM BARS (005L(1111051.11)"L (1 (0)N5L (1)05U (1)05L (U 1)06L (1 8U A 1 B DET. DT DET. DU DET. DF 8 DU DET. DV 3'- 8' 7-e 2' - Cr Precast 2 - 02 2-02 NONE 5544• 7411• 7440' 7440• W - 0' 7-r 2' - 4" I Precast 2 - #2 2-02 NONE 4584' 6596• 6726• 672516 2" 2' -10" . Z!, 6" Precast (2) DO -6 urns f- W3 NONE 7400•7400' 7400' 7400' 4'- C T-0" 21;- 6' Precast 2-02 2 - 02 ' NONE 3820' 602' 6131• 6131• 4' - 6' 3' - Z" 2' -10" Precast 2-02 2 - 42 NONE 3513• 6833• 58W 6682' 4' - 8" 7--V 7'- 0" Precast (2) d.5 VWa 2 - 03 NONE 6073' 6250• 6250' 6250' F-8" 4' - 4" 4' - 0' Precast 2-02 2.93 NONE 3716 9710 4002 9749 S -10" 4' - 6' V - 2" Precast 2-#2 2-63 NONE 3582 9125 3763 9167 6' - 8" 5'- 4' S-01 Precast 2-02 2 -•#4 NONE 4576 7695 2838 6647 T - 0" 5' -.8" 5'- C Precast 242r42 2-84 NONE 5677 6600 2561 5965 T - 8' W - 2' 6' -10' Precast 2 - 82 2 - 04 NONE 5072 5623 2217 5034 T7 6" W-40 6' - 0" Precast (2) ar.5 VYtra 2-04, NONE 3272 7319 2285 8228 9' - 8" W-4* 1 6' - 0' Precast 2-#2 1 2-#4 NONE 1866 3192 1 1301 2982 ILM&MEMCEPWAmcmum N=01:(1)/4AW. MUMPMDEPIX"(PLY 14m FOO rWWx9'NQHLW EA LSE7FESAYETABLELOADVALLIWABOVE r peLe L !' I1mm DETAIL W PA.110x34W * • No. 60122 it o XM PhW= GRAVITY & UPLIFT SAFE LOADS : -0 sra1sddv 8'k28" RECESS DOOR HEADER %0-. STATE OF F DA SCO G"w 4ORIOP;•••'' aaxammcur paticeawato. re 034245,++ SS; pNAi 'E G•` .iJ4 0 elaraersex SKI S 01Cmsoraao37106b wmx a mllmwam KnanrNK tleolit 231 QUALITY PRECAST COMPA STRON(r ON SERVICEP!5 P.O. Boot 11- Brendon, Flodde 33509.0011 www(. ) 2- 173eeet.0oom 8* LN03 LB£78 DEEP BEAM MG44i NOTE01: (1) 04 MDI R93aEDFOR GEEPEAMONLY PORE' WDEY B• NGH LNTMA l6ETHESM ETABLE LOADVALL® ABOVE reae eeeejoo H P.O. KM 34W s '• i P im2-11AGRAVITY & UPLIFT SAFE LOADS P;,t'e; W.9 8'k37' RECESS DOOR HEADER -9 : No60122 ¢ u>.o : STATE OF ANSCO sO.c'• , •' . JAN 0 2atmummm. uc •. ` • • O R SO P •' k .'• s/a'xasw'e s arrsm s JOB N0. 371068 OwS.'A_so-cRE@WO,P8torAaS Wrwoam gPhWItMUYNM P.LM122 '•--SAL _O SK16 0123 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS UNTEL LENOTN CLEAR SPAN DOOR 812E TYPE TOP BAR BOTTOM BARB (8)05L A B . GRAVITY JI)ISU (1)85L (1)95U DET. DW DET. Dx UPUFr 0)18L (1)OV ( 1 MOW 1pll6t (1 cEr. cw a cK DET. DY 3' - 8' 7--C 2' - 0" Precast 2 - 02 2 - 82 NONE 6540' 8875' 87W 8704• 4'- 0" 2' - W 2- C Precast 2 - (d2 2 - 02 NONE 5388' 7825' 7854• 7854• W - 2" 7 -10" Z-6" Precast (2) Dob Me 2 - 03 NONE 84501 8450• 8450' 8450' T - 4- 3' - 0"2, 8' Ptscaet 2 - #2 2 - 02 NONE 45W 7028' 7055• 7055• W- 8" Tr2" 2' -10" Precast 2 - 02 2 - P2 NONE 448' 8827' 8858" 8858' 4' - r 3' - 4" 7-0" Precast (2) D43 WYe 243 NONE 7102' 7250' 7250' 7250' S - 8" W • C 4-; 0' Precast 2-02 2 - 03 NONE 43W 5500' 4733 5500' W- 100 4' - 8" 4' - 2" Precast 2-02 2 -113 NONE 4218 10000 4451 10000 8' - r S' -,r W • 0"- Precast 2-#2 2-84 NONE 5355 10000 3358 8207 T - v Y - 8" 6' - 4" Precast 2-02 2 - 84 NONE 8918 8848 3029 7407 T - 6" 8' - 2" F -10" Precast 2-12 2"-04 J,NONE 1 5971 6121 2521 6409 T -.8" W - 4' 8' - 0' Precast (2) D4.6 Wee 2 - 04 NONE 3832 I 10000 2715 9482 9' - 8' 8' - 4" V -,Ir Precast 2-02 2-04' NONE 1 2211 1 4137 1 1546 3779 8* LN03 LB£78 DEEP BEAM MG44i NOTE01: (1) 04 MDI R93aEDFOR GEEPEAMONLY PORE' WDEY B• NGH LNTMA l6ETHESM ETABLE LOADVALL® ABOVE reae eeeejoo H P.O. KM 34W s '• i P im2-11 AGRAVITY & UPLIFT SAFE LOADS P;,t'e; W.9 8'k37' RECESS DOOR HEADER -9 : No60122 ¢ u>.o : STATE OF ANSCO sO.c'• , •' . JAN 0 2atmummm. uc •. ` • • O R SO P •' k .'• s/a'xasw'e s arrsm s JOB N0. 371068 OwS.'A_so-cRE@WO,P8torAaS Wrwoam gPhWItMUYNM P.LM122 '•--SAL _O SK16 0123 QUALITY PRECAST COMPA STRONG' ON SERVICE P.O. Boot 11- Brandon, Ronda 33600-M 1 www. FL 1774 SAFE LATERAL LOADS(PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIM TYPE PLAIN DET. DA SOLID DET. D9 3' - 8' 2' - 4" 2' - 0" Precast 889 1185 4'- 0" 7-5" 2'- 4' Precast 570 979 4'- 4' 7-v Z-8, Precast 479 823. 0-6" 3' - 2' 2'- 10" 1 Precast 441 758 5--r 4' - 4' 4' - 0" I Precast 418 733 5' -10' 4' - 8' 41-20 Precast 393 689 8' - 8°- S -A" 5' - 0" Precast 389 783 7' - 0" 5' - 8' S' - 4' Precast 388 694 T - 6- 8' - 2' S' -10" Precast 334 601 W-3' 8':- 4" G'- 0" Precast 197 354 FOR 9" MACEx B• FMN LNTELS, LISETM SANE TABLE LOADVALiIESABOVE r s r rs+xee MA L !DA' MAIL •ear o-* PA.EOX3tOD o FI*M°'o„° n'p,,ww eF e;Sae'4s SAFE LATERAL LOADS V'AW RECESS DOOR HEADER o * : ; i • _* ,_ - No. 60122! DLA GlpY DANS—COmammas= ur e1 • • Q,L A \ r C) ;• STATE OF •: C/ -: 1F117 Q Z FS • . , , C7MbNo371O680WAMA. GREMM P.L 0" QUALITY F P.O. Box I I -- U CODES U FLORIDA R°JUILDNG CODE 6th FOITICIK 20n RESIDWAL SECTIONS 84022 t 8606. 12 FLORIDA BUILDIPG CODE, 6th EDITICK MR BUILDPICs, NO" PA2 r 2WL IS BUILDWI CODE WAMIFE 0M FOR REBE+ORCED CONCRETE (ACR L4 BUILDMG CODE IEGRUWT6 AND SPECIFICATION FOR MA$OPIR1' BTR CTISIM (ACI 930-D A ACI $30J-13) I9 A VRICAN SOCIETY OP Clod 84M EM MN MP1 DEWJN LOAD$ FOR BUILDWSS AND OTHER STT CTUWA (ASCE 1 -WA L CGNGRM 2J CONCRETE COMPRE96K STRENGTH AT 28 DAY& W PRE -CART 1WbTANDARD IEWVRC81ENT-40M PSI MDL 2J2 GROUT PER ASTM 0416 - 3000 PSI V MAX 3A!' AWWREGATE. TO 1r &I" 27 REPFGRCMG BARS 22J STEEL PLACED IN PRECAST LWTE. AT THE OF FABRICATION ASTM Abd (GRADE 60) 272 STEEL N LNTEL AND *WW M= (PLACED IN FIELD) ASTM ASB (GRADE 401 23 DETAIL FWfO CE11 It IN ACCORDANCE WTIf AGI 35. 2A CIONdETMG OPERATIONS STALL CPVLY WH Ad STANDARDA, 25 045 U14E PER ASTM A496 3) MASONRYt 3.1 CONCRETE MASO W 0M (*W 8"L CQFORM TO ASTM C-90, HWIAl UEIGI(T WTH MMMAI NET AREA COMPREWIVE STRENGTH 2000PSL 37 MORTAR W44LL COPVM TO ASTM C-210 TYPE TI''OR 'S' 33 FULL MORTAR "M ARE WNWIRED 3,4 MINMJ'T AGGRESATE 2$ -DAY COMPRESSIVE STF86TW CF CPU AND MORTAR SHALL NOT BE LESS THAN FN • 2000 PAL MASONRY STF49 TH %IAU- BE ESTABLISM D BY TWE 'UNIT STFDOT14 METFCD' OR; ALTEMIATWELY, BY TWE 'PRISM TEAT METHOD' 01ERE USM REGJIRH'D M 14AVE NOT BEEN MET. 4) STRICTU RAL: 4.1 SAFE LOAD VALUES ARE BASED ON LNTMA HAVNG A BEARN6 CF S' M"W A MMMY'I ACCEPTABLE EEARM OF W PER FLORIDA BWILDMG CODE 6TH EDITICK 2017 RESIDENTIAL. SECTION FAM63 OR RAWA, BWLDMG CODE 6TH EDMON, 2011 DUO.D$ICR SECTION 21041 47 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER AG 50 AND ACR 930 43 DE81CaiM MAY EVALUATE OONC@RRATED LOAD6 FRCIM TF@ SAFE LOAD TABLES BY CA XIILATM MAX"J1 RESISTNG HMW AND GEAR AT d DISTANCE AUAY POM T1E FACE OP THE SUPPORT. 4A FOR LNTEL LENGTH AT 6'-6' OR GREATER V19RnCAL CELL FILLED SOLID WN 1fWUT AND MNVI CIE (1)9 VERTICAL REeAdR 19 REGJIIED AT EACH Bm CF TIE LNTEL 45 LNTEI.S THAT ARE GREATER THAN W' -V CLEAR SPIN MIST BE PROVIDED TEMPORARY SUPPORT, NOT BE REVVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. MDOr C -W" WAN Rm4o ce Aom au Les. (A e531W I, lit rrARt-1 bC1OD18F NOTES: 1.7/3T STIRRUPS FOR COMMERCIAL CONCRETE LINTELS ONLY MIN. BEARING REQUIRED AT EA. END r 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL 12 -INCH LINTEL PRECAST CONCRETE TYPE DESIGNATION P-PLOMUNMI OJiA MOMMRAT 8.00WUNM r LOWER LWM CAA m 1x116 -P-1 L 11 UJ 1j HOMM NEXW AT UPM UNM CA% W gtert;rotr tt to oe' `r ' •C E NA, yam: e PA,,,,°°'°, a • w 60122GENERALNOTES & DETAILS yrs 12" LINTEL e STATE OF •''-4UDEcAavp •. ` DANSCIO _ eami tut O RAL c-, i, TAN 0 2 211 tr.e o .. ®nn<"me, JOB NO- 371068 O sA,MA.ORM e80. r.e aws MOKM K NUYW Pt 1601m tttlp rrrNr 4° ENOM t tPAI S K 18 OT 23 STRONG' ON SERVICE P.O. Bou 11 - Brandon, Florida 33509-0011 www I recuLcom 752-1730 N01E'I LKM MITTS DEE?864M CFun3;m NDTEt1: (1) !4 MR REWFIEO FOR Ot3P 98AM ONLY PA WX 3400 e # X33 GRAVITY & UPLIFT SAFE LOADS : -v : No. 6o1 22 P=8133b4&96M 17k32" LINTEL = o STATE of , /<v CAMP 0/0 6+0. JaN o 2 2Dofpwawatic&earc. Pa 03443 %#% Ayes++O d1O/p1O Poma,,,,,,,,e JOB NW 371068 Iry91Lwyft PL win BrGorffxt t SK22 01uwmo®u[uoam GRAVITY & UPLIFT SAFE LOADS (PLF) 12" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE GRAVITY UPLIFT TOP BAR BOTT M BARS (0)#SL (1)NOU (1)05L (I)OSU (2)96L (I)OSU 5L (1p6t1 M06L (2MM05L (1 A B DET. V DET. W DET: WW DET. V 8 W DET. X 2 -10" 1' - 6" Precast 2-112 2 - 45 NONE 10000' 10000• 10000' 10000• 10000' 3' - 6' 2' - Y Precast 2-02 2.45 NONE 10000' 10000' 10000• 10000' 10000' W-00 Z-8" Precast 2 42 2 -11,5 NONE 10000' 10000' 10000' 10000' 10000' 4' - W Y ,2" Precast 2-02 2 -t5 NONE 10000' 10000' 10000' 10000' 100006 5' - 4" 4'- 0" Precast 24242 2-45 NONE 9716• 97 5• 8410' 9716• 8788" W- 1V 4' - 6" Precast 2-02 2-45 NONE 8550' 8550' 10000 8550• 7960 6' - W 5 - 2' Precast 1 2-02 2-45 NONE 10000 8332 7'- 6' W-2' Precast 1 2-02 2.45 NONE 1 10000 10000 9492 6072 4688 Mu4" T - 0" Precast (2) D4.8 Vft 3.43 NONE 10000 10000 3982 8114. F- 4' 6' - 0' Precast 24343 2 - 45 NONE'10000 10000 5949 3084 3710 10' - 8' 9' - 2" Precast 2-0 2-05 NONE 8293 8293 4821'. 2355 2907' 77--4- 4- 10' - 0" Precast 2-03 2 - 45 NONE 6918 8918 3919 1974 2463 17 - 0' 10' - 8" Precast 2-103 2 - 45 NONE 3463 2208 12-6" 1 ll' -2" Precast 2-03 3'- 45 2-03 5580 5590 1669 3300 17-40 12' - 0" Precast 2-03 2-45 NONE 4909 4909 2752 1347 1778 14' - 0" 12'- 8' Precast 1 2-03 2 - 45 NONE 4470 4470 2472 1198 1809 14' - r 13' - 4" Precast 1 2-03 3-05 24343 41 W 4100 1069 2305 15' - 4" 14' - 0" Precast 1 2-03 3.46 2-0 3785 3788 958 2064 Me4" 18' - O' Precast 2.43 1 3-05 2.43 300 3069 700 1 1573 N01E'I LKM MITTS DEE?864M CFun3;m NDTEt1: (1) !4 MR REWFIEO FOR Ot3P 98AM ONLY PA WX 3400 e # X33 GRAVITY & UPLIFT SAFE LOADS : -v : No. 6o1 22 P=8133b4&96M 17k32" LINTEL = o STATE of , /<v CAMP 0/0 6+0. JaN o 2 2Dofpwawatic&earc. Pa 03443 %#% Ayes++O d1O/p1O Poma,,,,,,,,e JOB NW 371068 Iry91Lwyft PL win BrGorffxt t SK22 01uwmo®u[uoam Florida Building Code Online Page 1 of 2 CF UA IV PAA711747 00 1 i RegulationBusiness & Professional SCIS Home I Log In I User Registration Hot Topics SYbmlt Surcharge I stats 6 FaCts i PVbkcallor* FBC SUR SCIS Srte Map Unks I Search dbprProductApproval USER: Publlt User a issJ' ativ Praduct Ameoval Menu > godu[t or AoollaUon Search > Qoolkation list > Application Detail FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence 0 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luis Lomas rl lom aso lrlom aspe. com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code R I 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 OYes ONO ON/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wD/o2bn... 1/27/2018 Florida Building Code Online FL16544 R3 COC FL16544-R3-COMP12df Product Approval Method Method 1 Option D Date Submitted 01/12/2D18 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 01/14/2018 Summary of Products Page 2 of 2 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 HVH2: No FU6544 R3 11 08-02198A.odf Approved for use outside HVH2: 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.Ddf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes E—El FEED f :: 2601 Blair Slone Roo& Tallahassee FL 32399 Phone: 950.487.1024 The Slate of Florida Is an ANEEO employer. Coowiaht 2007.2013 State of Florida, •: Plrvacv 561tement :: Accessiblhty Sutnment :: 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 reauest. do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, pfease 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. Mowever email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick baL. Product Approval Ac cetpts: FOC Credit Card Sate https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvgqu2wD/o2bn... 1/27/2018 16 5/8-- A 8" A 9/32' 7/6' 4 9/32" 7/8' 3/4' 16' ALUMINUM SOFFIT- SOLID AND VENTED o3105 H28 ALUMINUM .012' THICK VENTED VERSION VENTED AREA: 20,25 INItINEAR FOOT DESIGN PRESSURE RATING IMPACT RATING 54.2PSF NONE WHEN INSTALLED IN 12' OVERHANG DESIGN PRESSURE RATING IMPACT RATING 38.4PSF NONE WHEN INSTALLED IN 16' OVERHANG DESIGN PRESSURE RATING IMPACT RATING 31.1 PSF NONE WHEN INSTALLED IN 21' OVERHANG FfA.Cv: 01ME4SIONS AND VATERUL GRADE ,1/13/,+ Q.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND IJANUFACTUREO TO COMPLY WITH REOUIREMENTS 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. ALLOWABLE STRESS INCREASE OF I/3 WAS NOT USED IN THE DESIGN OF THF PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. A. FRAME MATERIAL' COLD ROLLED FORM ALUMINUM 3107-H28. 5. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4 TRIM PAINTED STAINLESS STEEL NAI;,S WITH Ile.- HEAD DIAMETER, 3/4"XI/4" CROWN OR 3/8'*X3/8' STAPLES. REFER TO DETAILS A. B. C. AND E FOR MINIMUM EMBEDMENT AND SPACING. 6. FOR ANCHORING 114TO MASONRI/CONCRETE USE .C97" DIAMETER T NAILS OR STUB NAILS REFER TO DETAIL 0 FOR MINIMUM EMBEDMENT AND SPf CING. 7. ALL FASTENERS TO BE CORROSION RESISTANT. 8, INSTALLATIOU ANCHORS SHALL OC INSTALLED IN ACCORDANCE WITA ANGOR MANUFACiUREWS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W`-,4 STRENGTHS LESS THAN THE MIIIMUV STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPEC'FIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENG-H CONFORMANCE TC ASTM C-90. GRADE N, iYPE . (OR GREATER), I TABLE OF CONTENTS ISH=Ei NO,I DESCRIPTION PROFILES AND NOES 2 - 3 I INSTALLATION DETAILS AND COMPONENTS SIGNED: 12/11/2014 ALPHA I. 411,. 0 PREMIERUROWNC ORLANDO. FL 32809 J\j\ 1 r,•GEMSF 0 • 16" ALUMINUM SOFFIT PROFILES AND NOTES pO,• TATE OF ; 0'F'CRLGT:• \`\ iii//I/ ou.m. OCG NO. R1. 08-0219898 A Oli "i\ Au asNTS 08/05/13 1 OF 3 MANUFACTURER HA ALUMINUM INC 1HA ALUMINUM INC FP.AME BUILDING BY OTHERS SEE DETAILS A. 8 AND C SHEET 3 tc OV.RF41%16 12' OVERHANG INSTALLATION DETAIL G F CHANNEL 3104-HM8 ALUM/NUM .O 12' THICK FRAME BUILDING 3v OTHERS SEEL, SEE SEE - DETAIL E '—" DETAILS OET.aI E SHEET 3 A. B AND C SHcT 3 SHEEi S 16' OVERHANG 16" OVERHANG INSTALLATION DETAIL RVASIONS CESCWW" arc AP11,041 REVISED DIMENSIONS AND MATERUL GRADE II/13/14 R.L. FRAMC BUILOIN BY OTHERS EXTERIOR 1- IX FURRING SEE T STRIP SEE DETAILS DE AIL V A 8 AND C SkEET 3 SHEET 3 SEE OETAIL 0 SHEET 3 12' MAX O.C. 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS JPAW.. vAc A10. V.L. 08-02198 SALE NTS arc 08/05/13 1 S<p2 OF 3 SIGNED: 12/11/2014 5\ llel.IllL0 //.ice TATE OF 1 -./4- 'AIN EMBEDMENT 1 3/4" TRIM PAINTED SS NAIL W/1/4' HAD DIAMETER OCATED 24" MAX O.C. t I 1 DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS 3/8" MIN OCE, OISV NCE 3/4'Y.1/4" CROWN STAPLES LOCATED 24" VAX D.C. IN DIAMOND PATTERN 1 3/4" TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER 1) PER PANEL 3/4"X1/4" CROWN STAPLE 1) PER PANEL AE SYY S OESC PMN WE •PofWEO MUENSIONS ANO N4TERIAL GRADEI 11/13/14 R.l. FASCIA TRIM 1" LAIN EMBEDMENT 3/4"dl/4" CROWI4 STAPLE OR 3/8"X3/8" STAPLE LOCATE (1) AT EACH GROOVE WOOD FRAMING INSTALLATIONv WIF CHANNEL AND STAPLES 1 DETAILD 1/4" FASCIA LIP J 1 3/4" TRIM PAINTED SS NUL R FURRING STRIP INSTALLATION 3/8" MII.1 EDGE DISTANCE 1 HEAD DIAMETER LOCATED 24" MAX O.C. 24'OVIERHANG 5/8" MTV DETAIL E EMBEDMENT WOOD FRAMING INSTALLATION T NAIL OR STUE NAIL FASCIA SIDE 097' DLAMEIEP. LOCATED 24" IMAX O.C. 3/8" I f BETWEEN STAPLES I SIGNED: I2/I1/2014 i 3/8" MIN 1 1 IILIO 9',' t EDGE DISTANCE ALPHA0 NCUROW R4 PREMIER FL 32809 p -r 1 ORLANDO. v, v\GEHS , j :) I I 16" ALUMINUM SOFFIT 0 S+ t2 S/8" BETWEEN G EDETAILCStaFlESINSTALLATIONDETAILSpTAT OF MASONRYICONCRETEINSTALLATION jO(OR'• M 9t\' W/FCNANNEL AND NAICS STAPLE DIDETAIL AMONO PATTERN V.L. 08-02198 A SSJ • • • l G\\\` 0.1E SKEI NTS 08/05/13 3 Of 3 Florida Building Code Online Page I of 2 Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL1999_ R6 COl CERTIFICATION OF INDEPENDENCE - William M Ranleri.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code haps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKboNOeIVM... 2/15/2018 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats 6 Facts Publications FBC Stall SCIS Site Map Links Search Fl rida Product Approval re USER: Public User l irwarm Product Approval Menu > Product or Aool,canon Search Apollcation List > Application Detail FL # FL1999-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 O Product Manufacturer ITW Building Components Group Inc. Address/Phone/Email 13825 West Business Center Dr Unit A Lake Forest, IL 60045 847) 918-6473 Ext 4750 siewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpineitw.com Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.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 Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL1999_ R6 COl CERTIFICATION OF INDEPENDENCE - William M Ranleri.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code haps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKboNOeIVM... 2/15/2018 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 09/07/2017 Date Validated 09/19/2017 Date Pending FBC Approval Date Approved 09/21/2017 Summary of Products FL 11t Model, Number or Name Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other. per TPI 1 FL1999 R6 AE E52-1118.Ddf Page 2 of 2 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions, Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE E5R-1118.Ddf 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure. N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE ESR-1118.Ddf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Installation Instructions, Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure. N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE ESR-1118.odf ContactUs :. 2601 Blair stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovndht 2007-2013 State of Florida. •: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released to response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad 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 emads provided may be used for official communication with the licensee However email addresses are public record. if you d0 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 chck here . Product Approval Accepts: 1_0 Credit Card Sate https://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvKboNOeIV M... 2/15/2018 INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, including reference to the TPI l standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI 1 standard require a truss design drawing specifying relevant parameters for the trusses in which these truss plate products are permitted to be used, including details on the truss plates (size, positioning, embedment, an d limitations thereon). All uses of these truss plate products require such a truss design drawing, fabrication of the truss in accordance with the TPI l standard, and application of the truss within a structure in accordance with the Florida Building Code. Trusses are assembled using these truss plates pressed into the wood within the tolerances provided by TPI's Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of TPI 1. j O a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION FD application No: IR - Q3O Documented Construction Value: S LP 20C.) Job Address: ?'-1 t 7_ L LA Historic District: Yes No LTJ Parcel LD: Residential ff-'Commer•cial Tvpe of Work: 'New IJ :addition Alteration Repail- 0 Denlo Change of Use i\•Iove Descriution of,),Fork: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: City. State Zip: Title: Resident of property? : Contractor Information rti ' I . Nalne t l I !1 Phone: Street: 4CL, c -A, Ir Fax: gC*75Si (00 City. State Zip: 1c-i{ -V-7-71 State License No. a - Name: Street: City. St. Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax E-mail: Nlortaaae Lender: Address: WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT INIA"i' RESULT IN YOL'R PAYING TWICE FOR I\IPROVE:NIENTS 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 YOL"R NOTICE OF COMMENCEMENT. ip!icatio: is her:b_v made to obtain a peruvi to do the work and installations as indicaied. I certify that no work or in;tailation h_s commenced prior to the issuance of a permit and that all work will be performed to meet standards of all !a•.•.•s re_ulatirgy consmiciion in this jurisdiction. I understand that a separate permit must be secured for electrical -vork.plumbing. signs. tells. pools. furnaces, boilers, heaters. tanks, and air conditioners, etc. FEC 10-1z.3 Shall be inscribed with the date or application and the code in errect as or that dare: A'" Edition (2014) Florida Building Code hmn '-fl.20i41 ^_•rni:Aa;:ica:ion When Bulldinga Talk, We Usten. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: r Builder Name:IWO, Street: %rh %%G `% Permit Office:d City, State, Zip: j,,Oir/Jld F1, 5 771 Permit Number: Design Location: l uy%(Jurisdiction: 6y/ p Square Feet: Conditioned Volume: 3 D Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: l Leakage Characteristics Pass Fail CFM (50): ACH(50): 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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: G PRINTED NAME: DATE:. Z/7 YZ Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third parry conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Building Code Duct Leakage Results Builder: 1a9 Dr Neighborhood: (J Lot #: Y' Address: g r Wed&e t% City: State: FL Square Footage: Stage of Construction for Test Permit M FIRough in with Air Handler 1:1 Rough in no Air Handler 0Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: /o System CFM25 Square Foota a Duct Leakage CFM/100s ft. Location Pass or Fail 7 2 3 4 5 Rating Company: SkyeTec® Rater Name: Eric Goodwell Rater Signature: Fail Inspection Date: ` 111 The Energy- Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866. S KYETEC www.SkyeTec.com NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properm- that may be found in the public records of this county, and there m3y be additional permits required from other governmenta! entities such as water manaeement districts, state agencies, or federal aeencies. 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 consnvction value will be fteured based on the current iCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated char_es ftzured off the executed contract exceed the acetal construction value. credit will be applied to your permit fees when the permit is issued. O\N'\ER,*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 reQulatin; construction a d auing. Sizn.,nire of Owncr.'Accm Da:_ sie:;a:ure Prtn; 4\rner:.isent's \ane Print Sienture of Notary -State of Flond:i Date Date STEPHANIE RALLO Commission # FF 175017 Expires November 9, 2018 DW48d n u Troy F* ung w%o eomm7019 Owner/ --sent is Personally Known to Me or Contractor/.agent is Personally Known to \'ie or, Produced iD Type of ID Produced ID Type of iD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: N'Iin. Occupancy' Load: eN\- Construction: Electric - _ of Amps, Fire Sprinkler Permit: Yes \to _ of Heads aPPRON'ALS: ZO\]\,G: E\Gf\TEER[\G: COI-'IE\TS: UTILITIES: FIRE: Flood Zone: T of Stories: Plumbing - T of Fixtures Fire Alarm Permit: Yes \o WASTE- WATER: BL-]LDING: i.:d:Ju i0.=0!5 ?er:,itP ahea,io. CITY OF SANFORD fay, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: \ V Documented Construction Value: S Job Address:,VS leve-% 1 a-rt2 Historic District: Yes No Parcel ID: /,y' 11'v ct e_PS Residential q Commercial Type of Work: New Rr Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name I-ayla_"_Phone: Street. Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 xag & y-r. Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNIENC:EMEN•r 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, CONSUt;r WITH YOUR LENDER OR AN AT'l-ORNEY BEFORE RECORDING YOUR NuricE OF COINIM ENCEMENT. 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, healers, tanks, and air conditioners, etc. FBC 105.3 Shull be inscribed with 1he dale of application and the code in effect as of Thal date: 511 Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Applicminn Is 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 nosily the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review I'ee 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' (lie job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in eliect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature orOwner/Agit Date Print fhvner/Agent's Nmne Signature of NntaryState of Florida Date Sigtwture of7 Agent ate TONY MAHAFFEY Print Controctor/A nt', ane 6A411 Signature ff Notary-, laic of• orida DotiLCr EMPIRES Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/Agent is -/Persona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Pet nits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised- June 30. 2015 of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Applicnnon CITY OF SANFORD CE1VE BUILDING & FIRE. -`PREVENTION. JUL 1' 7 2018 PERMIT=:APPLICATION A lication No: PP . Documented Construction Value: $ Job Add ress:`':_.. i lA (hQ Historicnistrictc,Yes,'No Parcel ID: Resideiltia JO Commercial Type of Work: New•ko. Addition Alteration Repair -E.) Demo-] .Change of .Use 4 .'Move Description of Work: ,,;,j- D ' jj ` f • c P RS 6 I `f-t71aC• UJ t`ti r l- I tje`' 1 Plan Review Contact Verson: _ Phone: Lk7 -1j$5, 800d Name Street: City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: _ Title:- Email: itle:- Email: Property Owner Information Bonding Company: Address: T Phone: Resident of property? : 1t:Valdtot Information lr rhone: 0 19 Fax: LlU-1 State License No.: CCJ8 pW O Architect/Engineer Information Phone: rax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A-1-1.ORNEY 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 constructioninthisjurisdiction. 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: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In•addition-to the requiienit hts 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 gencies. Acceptance of permit is verification that I will notify thb 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•ctipy 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. OWNEWS'AFFIDAVIT: I• certify that all'df the foregoing. information is accurate work will be done in compliance with .all applieable•,laws regulating construction and zo g. 7-1-7- Signature ofOwner/Agent Date Si ` re of Contractor/Aging to Print Owner/Agent's Name Prirtt Contractor/Aeent's Name VOAA (A-tAsg- -7.- Signature,of Notary -State of Florida Date Signature of No ry-State of Florida Date CHERYL D AKERS A _ MY COMMISSION p FFM962 EXPIRES June 05, 2020 l:ori gsa.o+sa Fwcoallouryswicc.com Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to'Me or Produced ID Type of ID Produced ID Type of ID BELOW IS.FORrOFFICE USE ONLY Permits Required: Building • Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No tof Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June30.2015 A, (Im_ ?tYD1nm U1« wq (41) v.M«"-: 1 w wl ur(Ppl paN 3/19/1016 aul _I WV au1 Vr{f 35Cwwux paN LFY/p NW 13:138 TT Ob 1'• .•a v t aY ILllyflnwCAC.K 431VIY• OlL far1VNIC YJtVCR Oax •Yr11! YIY:•N 11::1/1: PI•ar•4o IN -111.1 Too, Iurp'Owwr 4tlt SYitIP 1w/ran/}Y IW/DI rWr m llDtt} /Ca Wulllls q lmCCwl 4rW YIY! WK 1NII11•r GQYlcliw'{Yti l•J'MabOa ilb KIJJi •I 4r r•M [ LrU411411YAC wK IC]rlily C1l .P NN•1,UtWp'IVYpt _ M•r. •I• r. ••.• IR i1C3: V tO ICA1}I IwlrlsaM Unt- SKPLO Yi131 N'K i11wVr C4 •nNa aPn••ICt•rIM1C m•P9 4••aYn. lL fr,llV 141110 IYII}I fIr•!ww•tN tltYrlrlV Crw••r tlOtllc tw Il1Y1 qJW NK Itl.lr« wa alaralrlwna s1r!•P vv K`fti Ilia NIIN WK _ W..r. 0 w.rf.••YLMaCY.rZ1UYt _ 1•{ J. r.n1.1 nw-,! ilait MIDI tMNMaaR IItiJIC Crta•VII:C4wl ICIVw S..- wN. 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YIY:•N 11::1/ FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000930 Date 7/17/18 Application pin number . . . 620110 Property Address . . . . . . 529 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-3140 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . FL 32751 Property Zoning . . . . . . . PUD Application valuation . . . . 352461 Application desc need recorded NOC VB Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type VB Occupancy Type . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info ELEC - k AMPS 200.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1064161 Permit pin number 1064161 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . 70.00 Issue Date . . . 7/17/18 Valuation . . . . 4248 Expiration Date . 1/13/19 Qty Unit Charge Per BASE FEE Extension 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must " contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1284.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 6'X Ae,/-&z WZF d' 3C) DESCRIPTION AS FURNISHED: Lot 314, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 315 LOT 280 LOT 281 , 1 , N 00°1455" W ' 40.00' 4 19.80' 19.80' LOT 314 5.00' 15.7" 5.00' a of a of 5.00' 14.3' 8- RECESS FOR POCKET SLIDER W it O 0 CO ~ 5.00' P.C. 169.92' _ - - - _ - - 2' ----- LOT 282 h H I w E FORM80ARD FOUNDATION TOP OF FORMS 23.69' O b co •., 5.00' 0 of 21.3' I f 47.64'l 25.20' 25.20' 10' UnL ESMT. B.e.)N 00'14'55" W 40.60' h 11GQd`' ry, G RED ROSS LAXT' CCESS R LOT 313 LVI a 4.VUU JV.r I. LIVING 1,467 SOFT. GARAGE 455 SOFT. ENTRY 71 SOFT. LANAI 139 SOFT. BREEZEWAY= N/A SOFT. DRIVEWAY a 403 SOFT. A/C PAD a 18 SOFT. 50 R/W (TRACT I UTIL do A /W) WALKWAY a 68 SOFT. IMPERWOUS: 4.6 R0/6 b2.621 SOFT. SOD 2.179 SO.FT. LOT ME, CALCULATIONS; R/W - 440 SOFT. PROPOSED = nNISHED SPOT GRADE ELEVATION APRON m 110 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK - 200 SOFT. V`— - PROPOSED DRAINAGE FLOW FRONT a 25' SOD a 130 SOFT. LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA - 5.240 SOFT. PROPOSED F.F. PER PLANS - 23.5' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN/' y SIDE CORNER N.10' AND/OR INSTRUCTIONS PER SIDEWALK - 268 SOFT. CLIENT NOT FIELD VERIFIED SOD S .FT. CRUASETNMETYER-SCOTT ASSOC., INC. - LAND SURVEYORS I.EGEN' uNvm 5400 E. COLONWL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 PLAT PDL • FONT ON LINE NOR7: Or MQIl. PIPE RC POINT Rrq= CU VATiL 1. TMC UNWWCNW ODES NUMOF COMY•TIW WA SVRKY U= IW IGMMDS OF PRACWF SCT FORTH 8r TIE nMOA BDYIO OF UL • DOM ROD CL - PNMT OF ca/POUND CLOVATUE PROFEMOK4 SURKTONCS AND YA•PEIS W LTL4 M B/-17 n0AO4 AOION6WIW COOL PURSILAM TO SEC110N 472.027, FLDRRM STATUES CA • CONCRETE NWDEMT RAA • RADIAL Z LRRRS a== MIM WWW SIG•1 RW AND ONGOLAL ITk= SCAL TMS ARKY YAP OR OWES ARE NOT VALID SET L9. LIE' IR ./0.D 4796 NL M31 -RAMAL I MR SULKY RLS PMBMm MW MI WOM47M FtMIPW TO ME SURKTGN. MW YAr W GMT 11671tlC1pNS v"w= POINT rim : MIT OrVMDN010 CAM • CAL TIC PRII . PERWy4T RE UOcC NQOSRNT OR FASLWOn 11MT AFFM M6 PAOPOM.. A NO 404DOMOLM 2"CR WITS ILLUE SUN WrA ED UY m OMLRRSE SMORILPat- . POINT W C000lmOlT rF. . FOUND FUER ELEVATION d NO SURKY IS PREPARED MR ME SOLE 8PfiM Or THOSE COMFIED TO AND PC" NW BE RELIED UPON W ANY OTHER ENTRY. MO : MAL 4WSK LSI • WILDING StTDAOt LINE NL ORmLSONS 91OMN FOR ME LOCUMN OF DIPROVE19M IRRLON SHOULD NOT X USED TO REOONTMUOr 801P104RT LANES LAYµRE =M VAR 7. KARNMM ARC BIPED ASAIM DOW AND ON TTS LYE 90TH AS SW MRING ( EIA) ESMT. . sw ICRRING ORA1M . l9WNAOC B REVATIONS V SNORTL ARE Sam OM M4NMUL Groom OITw Or 1029, UNU'35 OINDMSE NOTED. 1 UTL. UTLITY D. W111WATE OF AUR/OR 1100 ft ISO& CIJT. CMAIN LINK rD4' t VOrr- • VMD FENCE C/D • C04KTE KOCR SfiLLE N- I' - 20 DRAWN BY, • 4 P.L • POINT IF CIPVARM P.T. • POINT W TAMGE CY CERTIilEO BY: MTE ____ ORDER No. DESL - DEW% 1VT101 R • RADIUS'AMC ILKIN PLOT PLAN 02-09-2018 782- 18 0 - KLT. FORMBOARD FOUN047ION/ELEYS. 03-31-2018 3388- I8 C • CHIM EA - WORD KARDNG NORTHt- C_ TNIS BUILDINO/PROPERW DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •TRY- TO GRUSEW R.L.S. 1 4714 ZONE 7K' YAP / 12117C 0033 R JAMES W. SCO1T. R.L. 1 DESCRIPTION AS FURNISHED: Lot 314, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 280 LOT 281 LOT 282 N 00°14'55'"'W.••'. REC. 1/2" I.R. 1 40.00' 1 REQ. 1/2" I.R. 1 4596 1 1 y 4596 0 T 19.e0LOT 314 19. 80a' 7.0•x3.5• AC PAD 5.00' 14.3'15.7' 5.00• c COV'D. o CONC. of 5.00' 14.3' N h LQ W TWO STORY to O RESIDENCE p O p F.F.= 23.69• O LOT 315 O c p LOT 313 o C', U5 o CV ti 10 00 ti hry 5.0• 5.00• COV'D. 0 52 i Q X05 tBRICKof 8.7' o a 5.00• 21.3' 16' BRICK BRICK DR. WALK 25.20' 25.20' 1 UTIL. ESMT. t+ 0.5' 0.6' 1. gi or orP.C. 169.92•t---Flr----------- --- REC. N&D 5' CONC. WALK REC. NAIL 14596IN WALK e.e.)N 00°1455" W 40.00' qt RED ROIS 1 LANE 50' R/W (TRACT 1 UTIL. dL ACCESS R/W) y, o 90 e PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS, V\- - PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR - 15' PROPOSED F.F. PER PLANS a 23.5'+} SIDE - 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++• SIDE CORNER - 10' CRUSL'N1Y EKER -SCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - v . ;LAI .DL.. • POINT ON LINC 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407) -?77-3232 FAX (407)-658-1436 r • FIELD IYP. • TYPICAL NOTES: IP. • IRDN PIPE PRL. • POINT O< RNCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY 714AT THIS SURVEY MEETS THE STANOAROS Of PRACTICE SEI FORM BY ME FLORIDA BOARD Or IR. IRON ROD Zr. • POINT or COMPOUND CUfVATURC PROFESSIONAL SURVEYORS AND YAPPERS IN CHWIER SJ -17 FLORIDA ADMINISTRATNC CODE PURSUANT TO SECTION 472.027• FLORIDA STATUES CK • I/V ISL ILIP 4 9 RADMR. • RAMAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SCC I.R. • REC IE D 4S9S NR. • NDN -RADIAL J. THIS SURVEY WAS PREPARED FROM TIRE WFORWITON FURNISHED TO ME SURVEYOR. MERE MAY BE OTHER RESTRICTIONSRCC. RECOVERED CALV. PVITNESS POINT OR EASEMENTS THAT An= THIS PROPERTY. PA . POINT Or B[DINIUIG CALL. • CALCULATED 4. NO UNDERGROUND IYPFO'+EYEAT' NA'2 BEEN LOG1E0 UNLESS OTHERWISE SHOWN. P.00. •POINT Or CDMINCHCCMCNT IRM • PERMANENT REFERENCE MONUMENT C • CENTCRLIE r1r. • FINISHED FLOOR ELEVATIDI 3. MIS SURVVY 5 PREPARED FOR THE SOLE BEHEFTT Or THOSE CERTIREO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&V • NAIL L DISK B.SL • WILDING SETBACK LINE 0. DIMENSION. SHOWN FNR THF. LOCATION 0.' IYPAOVEMEMS NEREON SHOULD NOT BC USED M RECONSTRUCT BOUNDARY LINES• R/V • R CSMIEASEMENT MSE BARING IDNT-OF-VAT BX • BCNCIDNRK 7. BLARDFv, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BWBNO (OP.) BJ. DRAIN. DRAINAGE 0. a&,Y NS. IF SHOWN, ARE BASO ON NATIONAL GEODETIC O41VY OF 1829. UMESS OMODMSE NOTED. UTIL. • UTILITY 9. CM)IFICATE Or AUMORRATION NO. •590. CLEC. • CHAIN LINK FCNCC VDFC• • VOOD FENCE C/B • CONCRETE BLOCK ,SCALE I-- I- P.C. PONT Or CURVATURE 2D DRAWN Br: C. • POINT Or TANGENCY MTE KSC. D[SCIIIPIION CER1IilED BY: — _,__—_ ORDER No. q •RADIUS L . ARC LENGTH PLOT PLAN 02-09-2018 782-I8 D • CHORD FORMBOARO FOUNOATION/ELEVS. OS -JI -20111 JJ88-IB C • CHORD BEARING NORTH FINAVELEvS. 10-1 E-2018 8718-18 THIS BUILOINC/PROPERTY DOES NOT UE WITHIN •- — •-w F--•--• THE ESTABLISHED 100 YEAR ROOD PUKE AS PER fiRM' i0 CRUSE EVER, RLS, / 4714 ZONE X' MAP I 12117C 0055 F JAMES W. SCO R.LS 1 4801