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484 Red Rose Ln
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000074 BUILDING PERMIT NUMBER: 18-10000074 DATE: February 01, 2018 UNIT ADDRESS: RED ROSE LN 484 21-19-30-510-0000-1580 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 484 RED ROSE LANE THORNBROOKE PH 4 LOT 158 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing ROADS -COLLECTORS N A 705.00 1.000 dwl unit Single Family Hou ing 00 1.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit PA LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE SEMINOLEACOUNTYIROAD, FIRE/_RESCUE, LIBTRARAND/OR EEDUCATIONNALL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE U' Parcel ID Number: V-1 q— 5d -5/Q--0006,1f-O Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COABIENCENIENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9045 Pa 1297 (1P3s ) CLERK'S a 2017129311 RECORDED 12/21/2017 11:32:08 AM RECORDING FEES $10.00 RECORDED BY hdevore 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 /5? Legal Description: Thornbroo Phase , according to the plat thereof, as recorded in Plat Book-UPa&gL71of the public records of Seminole County, Florida. Addresses : • o faSanford 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 Fee Simple Title Holder: N.A. 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: rvyl Asa Wrightor MorrisonofFloridaImo. Sworn to and subscribed before me this by John Asa Wright who i c Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 ry•S gnature: CERTIFIEDCOPYGRANTPfAI.O. CL K OF THE IRCUIT COURT At D COMPTLLER SE ^ JN F lRn`''r Date a 017 known to me. K ouq MY CANiIs I FF209108 EXPIFL•S. Jene 2a 20i9 a ta' Wlea1: REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # a-). BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In V 70 Drywall / Sheetrock 40 70 Lath Ins ection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence NJ Athirpcct i-l% 1 to91, ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ElMinMaxInspectionDescription 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final CHA 1 AL 11T rin Max Ins ection Descri tion Mechanical Rough 00 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION t PERMIT APPLICATION Application No • l 7 3 Asa Documented Construction Value: S d Job Address: Historic District: Yes No X Parcel ID: Z-19-30- S10-0000-1 S8 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da h ne@ Perm its Perm itsPermits.mrn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: N/A Address: Arch itect/EngIneer Information Phone: Fax: E-mail: Mortgage Lender: _ _N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVJEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code C1 3oZ5 • Revised: June 30, 2015 J y Permit Application w- I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC 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. w Z Si tureofOwner/Agent Ilate TAYLOR MORRISON II_INC Print Owner/Agent' 7N/ am. Signature of Nota - of Florida Date EXPIRES: tne ,2019 9oadedl roSetdoa Owner/Agent is I Personally Known to Me or Produced ID N/A Type of ID Xa gnature of Contractor/Agent Da JOHN ASA WRIGHT Print Contractar/W40% Name LU71117 State of Florida D. A. CLARK MY COMMISSION FF 209it18 EXPIRES: June 27, 20119 Contractor/Agent is YES Personally Known to Me or Produced ID NO Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical © Mechanical @ Plumbing® Gas Roof Construction Type: V6 Occupancy Use: Flood Zone: Y - St-C Total Sq Ft of Bldg: ZQ 10 Min. Occupancy Load: tS # of Stories: L- New Construction: Electric - # of Amps t .Sp Plumbing - # of Fixtures Z• 1 Fire Sprinkler Permit:. Yes No © # of Heads 1)11APPROVAL$: ,40NING: `% 0 UTILITIES: ENGINEERING: AKTC 1-Z-W(b FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Lk5.q 'to imp. E"ocCA. CrYt:,tvlde , C-rL Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 3 6 l8 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • l e7 3 7Sa Documented Construction Value: S Job Address: Historic District: Yes No X Parcel ED: 2S -19-30- S10-0000-158 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Daphne Clark Title: V Phone: 407-257-6940 Fax: Email: daphne@Perm*tsPermitsPerm'is.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE#200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: Name: Street: MAITLAND FL 32751 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVJEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SrrE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. r 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. q/Z*/- uh6h) Si lure of Owner/Agent ate TAYLOR MORRISON RI6A-INC Print Owner/Agent's Name Signature of Note of Florida Date( FF 209108 EXPIRES: JuNo21.2019 y` eabeanweaeoN Owner/Agent is,,. Personally Known to Me or Produced ID N/A Type of ID gnature of Contractor/Agent Da JOHN ASA WRIGHT Print Contrmw/Alan Name L0117 State of Florida D. A. C1ARK MY COMMISSION i FF 208108 EXPIRES: June 27. 201 r BpndldtANBWj'4''• • • -• - Contractor/Agent is YES Personally Known to Me or Produced ID WA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit:. Yes No # of Heads Fire Alarm Permit: Yes No APPROVAL$:..40NING: UTILITIES: WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUII.DING: Revised: June 30, 2015 Permit Application P I 4 8 1 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: 484 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1580 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ' CIAL S ONLY 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 0 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# 17-3750 Reviewed by: Michael Cash, CFM Date: January 2, 2018 10).,4 Application for Right -of -Way Use for Driveway, Walkway & Landscape ODepartment of Planning & Development Services 187 7 ' 300 North Park Avenue. Sanford. Florida 32771wwwe.rUordmyov Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the 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—of-way and use shall be provided or application could be delayed. VMkV o0J' tor /J / J n n IfeeC811 below Catlbxfo»you ety. 1. Project locationlAddress: 2. Proposed Activity: 16 Driveway Walkway Other. 3. Schedule of Work: Start Date G V r,, I Completion Date Emergency Repairs 4. Brief Description of Work: ^!` 7 l f/IG a WA This application is submitted by: PropedyOwner Signature: Print Name: Address ww•. ff /VE /% % ' ls —7 Phone: y0-W-I i S O Fax- QahnfzC 6>Y i I jTL/r iA i Date: / Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shag be responsible for perpetual maintenance of the Improvement Installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-0way adjacent thereto. Requester may, with written City authorization, remove said installationAmprovement fully restoring the right-014ay to its previous condition. In the event that any future construction of roadways, utilities, storllwater facilities, orany general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittes shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requester does not continuously malnialn the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all Habigges, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City' s right-of-way. I have read and unde n e above ent and by signing this application I agree to its terms. I hereby understand and agree all cl related to this application as required by the city's adopted Fee Resolution. Signature: Date: /7 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pro -pour inspection. I Pre -pour Inspection by: Date: I September 2010 Row use nrt- ner SCPA Parcel View: 21-19-30-510-0000-1580 http://parceidetail.scpafl.org/Parcel Detail l nfo.aspx?PI D=2119305100... 1 of 2 i Property Record Card Parcel: 21-18-30.510.0000-1580 MORR SON OF FL INC Property Address: 484 RED ROSE ILN SANFORD FL 32771 Parcel Information Value Summary Parcel 1 21-19-30-510-0000-1580 _ Owner TAYLOR MORRISON OF FL INC ---- --- Property Address ( 484 RED ROSE LN SNFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 - - — Subdivision Nam e THORNBROOKEPHASE4 ---_ Tax District St-SANFORD r-- —OR UseCod---- - - ---- --- -- — De 00.VACANT RESIDENTIAL Exemptions Legal Description LOT 158 THORNBROOKE PHASE 4 PB 81 PGS 70-71 t--- -- - Taxes Taxing Authority County General Fund Schools City Sanford i SJWM(Saint Johns Water Management) County Bonds Sales Description --Date I Boo i I I Building Information r r Permits re7i # 2018 Wbrking 2017 Certified Valuea I Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 26.050 26,050 Land Value Ag Jusl/Market Value •• 26.050 26.050 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 24,241 12,784 P&G Adj 0 0 Assessed Value 1,809 13,266 Tax Amount without SOH. $336.57 2017 Tax Bill Amount $336.57 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values Taxable Value 1,609 $0 $1,609 26.050 s0 $26,050 I, 1,809 s0 $1,809 1,809 $0 - $1.809 1.809 $0 $1.809 Page - Amount --- - Oualfied - — - V.'/Imp -- i Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1--- $26.05000 — ---- $26,050 Description Agency Amount CO Date I Permit Date — 12/21/2017, 9:24 AM RECORD Copy FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: L t1 8Thor br o ocaGf a ndeG LS Builder Name- TAYLOR MORRISON By/ 0, Street: * XW K l Permit Office: / s' 9iV City, Stale, Zip: FL, Permit Number:' 3 / 5 O O Owner: Jurisdiction: 691500 m QR Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 9R 1. New construction or existing New (From Plans) 9. Wall Types (2773.3 sgft) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1448.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1092.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 233.33 W 4. Number of Bedrooms 4 d. N/A R= fl' 5. Is this a worst case? No 10. Ceiling Types (1506 0 sgft.) Insulation Area a. Under Attic (Vented) R=30 0 1466.00 ft 6. Conditioned floor area above grade (fl') 2197 b. Knee Wall (Vented) R=30.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= fN 11. Ducts R ft' 7. Windows(418.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 439.4 a. U-Factor: Dbl, U=0.34 290.02 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 128.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER•15 00 c. U-Factor: N/A ft' SHGC. 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heal Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.334 ft. Area Weighted Average SHGC: 0.313 14 Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1466.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 998.00 fY b. Conservation features b. Floor over Garage R=19.0 468.00 ft' None c. N/A R= ft' 15. Credits Pslal Glass/Floor Area: 0.190 Total Proposed Modified Loads: 70.11 PASSTotalBaselineLoads: 71.29 1 hereby certify that the plans and specifications covered by Review of the plans and 0014E STgl this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ROB with the Florida Energy Code. PREPARED BY: Before construction is completed L DATE: __ _ _- 12112/17_- _ -_ _ ___ _ _-__ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C00 wF O OWNER/Ay __ _ _-__ 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 R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/12/2017 11:17 AM EnergyGauge© USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Loll 58ThomebrookeBocaGra Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2197 Lot # Owner: 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 IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2197 18674.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2197 18674.5 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main --- _--- 468 fl' 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117 ft 0 998 ft° _-- 0.34 0 0.66 ROOF Roof Gable Roof Solar SA Emilt Emill Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1640 W 368112 Medium 0.85 N 0.85 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1466 fl' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Batt 40 1`17 0.11 Wood 2 Under Attic (Vented) Main 30 Blown 1466 1`17 0.11 Wood 12/12/2017 11:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_Type Space R-Value-Et-In-Et_In Area-R_Value-Eraction-Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 61 0 8 0 488.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 41 6 9 4 387.3 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 023 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 61 0 8 0 488.0 ft' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 f12 0 0 0.6 0 9 Garage Frame - Wood Main 13 25 0 9 4 233.3 ft' 0 0.23 0.01 0 DOORS Ornl Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 39 2 8 6 8 17.9 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 45.0 ft' 1 ft0 in 1 ft 6 in Drapes/blinds Exterior 5 2 N 2 Metal Low-E Double Yes 0.58 0.32 64.0 ft' 11 ft 0 in 0 ft 0 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.34 0.31 38.5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft0 in 1 ft6 in Drapes/blinds None 6 E 4 Metal Low-E Double Yes 0.58 0.32 64.0 ft' 16 It 0 in 0 ft 0 in Drapes/blinds None 7 E 4 Vinyl Low-E Double Yes 0.34 0.31 38.5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 8 S 5 Vinyl Low-E Double Yes 0.34 0.31 8.9 ft' 1 ft 0 in 2 ft 8 in Drapes/blinds Exterior 5 9 S 5 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 10 S 6 Vinyl Low-E Double Yes 0.34 0.31 24.0 ft' 7 ft 8 in 0 ft 6 in Drapes/blinds None 11 S 6 Vinyl Low-E Double Yes 034 0.31 7.8 ft' 7 ft 8 in 0 ft 4 in Drapes/blinds Exterior 5 12 W 7 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 13 W 7 Vinyl Low-E Double Yes 0.34 0.31 12.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 14 W 7 Vinyl Low-E Double Yes 0.34 031 15.0 ft' 1 It 0 in 1 ft 6 in Drapes/blinds Exterior 5 15 W 8 Vinyl Low-E Double Yes 0.34 0.31 19.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 510 ft' 384 It' 64 It 8 ft 1 12/12/2017 11.17 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method 1 Wholehouse Proposed ACH(50) SLA 00027 CFM 50 ELA EgLA ACH ACH 50 1556.2 85.43 160.67 .2427 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 32.8 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None 02 DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heal Cool 1 Attic 6 439 4 ft Main 109.85 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolingjr j Jan [1]1 Feb j Mar HeatinfX Jan [X] Feb [ Mar Venlin j ] Jan Ij ]J Feb lXMar Ceiling Fans: f_ 1 Apr I May Jun Jul Aug Sep Ir ] A r I j Ma JXJ Jun ri Jul ri Au JXJ Se JA j1ArjMayJunJulAuSeOctH Nov Oct Nov Oct Nov I Dec f X} DecIj 1 Dec 12/12/ 2017 11 17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) 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 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 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 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 12/12/2017 11:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 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 (H') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1448.00 H7b. Concrete Block - Int Insul, Exterior R=4.1 1092.00 H 1 c Frame -Wood, Adjacent R=13.0 233.33 H' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1466.00 H' 2197 b Knee Wall (Vented) R=30.0 40.00 H' c. N/A R= ft' Area 290 02 H' 11. Ducts R H' a. Sup: Attic, Ret: Main, AH: Main 6 439.4 128.00 H' 12. Cooling systems kBtu/hr Efficiency fl' a. Central Unit 34.2 SEER:15.00 ft' 5.334 H 0.313 Insulation Area R=0.0 998.00 W R=19.0 468.00 H' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: kBtu/hr Efficiency 32.8 HSPF:8.50 Cap: 50 gallons EF: 0 95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/12/2017 11.17 AM EnergyGauge® USA - FlaRes2014 - Section R405 4 1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report IffDTMr.' A°1 COMM1m1B Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.831.2665 For: TAYLOR MORRISON WESTMINISTER Design Conditions Job: Lot158ThornebrookeBo... Date: 06.04.14 By: BENTLEY Outdoor design DB: 92.4°F Sensible gain: 26407 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.3°F Latent gain: 4698 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 31104 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 29433 Btuh 111% of load Latent capacity: 2643 Btuh 56% of load Total capacity: 32076 Btuh 103% of load SHR: 92% Design Conditions Outdoor design DB: 41.9°F Heat loss: 25416 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32256 Btuh 127% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.4 kW 99% of load Temp. rise: 72 OF Meets are all requirements of ACCA Manual S. C Wrhtsoft 2017- Dec-12 12:13:24 l 9 Right -Suite® Universal 2017 17.0 23 RSU24011 Page 1 14CCp` .. caGrandeGLS%Lo1158ThornebrookeBocaGrandeGLS.rup Calc = MJB House faces S RDEL-AIR Component ConstructionsP ttE1111N8•MlCOMT101016 Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot158ThornebrookeBo... Date: 06.04.14 By: BENTLEY Project• For: TAYLOR MORRISON WESTMINISTER Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 17 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: Daily range (°F) 17 ( M) Method Simplified Wet bulb (°F) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M B1uhNF-•F ft°-•F/BWh BWhM BWh BWh/11l BWh Walls 12C-Osw: Frm wall, stucco exi, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud 13A-2ocs: Blk wall, stucco exi, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud n 191 0.091 13.0 2.56 488 2.32 442 e 443 0.091 13.0 2.56 1133 2.32 1026 s 197 0.091 13.0 2.56 504 2.32 456 w 455 0.091 13.0 2.56 1163 2.32 1054 all 1286 0.091 13.0 2.56 3288 2.32 2978 n 172 0.201 0 5.65 970 4.29 737 e 283 0.201 0 5.65 1601 4.29 1216 s 43 0.201 0 5.65 241 4.29 183 w 334 0.201 0 5.65 1887 4.29 1434 all 832 0.201 0 5.65 4699 4.29 3570 n 38 0.032 30.0 0.90 34 2.37 90 215 0.091 13.0 2.56 549 1.42 304 Windows 2A-2ov: 2 glazing, Or ouir, air gas, vnl Irm mat, Or low-e innr, 114" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e overhang (5 It window ht, 1.5 it sep.), 6.67 it head ht e s w all 2A-2omd: 2 glazing, Or ouir, air gas, mil no brk Irm mat, clr low-e innr, n 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.32); 50% drapes, medium; 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or ouir, air gas, vnl Irm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31):50% drapes, medium; 1 ft e overhang (6.25 it window ht, 11.67 it sep.); 6.67 it head ht W all 45 0.340 0 9.55 430 10.5 475 15 0 340 0 9.55 143 30.3 455 30 0 340 0 9.55 287 30.3 910 30 0.340 0 9.55 287 10.9 327 15 0.340 0 9.55 143 30.3 455 135 0,340 0 9.55 1290 19.4 2621 64 0.580 0 16.3 1043 14.9 952 39 0.340 0 9.55 368 10.5 406 39 0.340 0 9.55 368 30.3 1169 19 0.340 0 9.55 184 30.3 584 96 0.340 0 9.55 921 22.4 2160 C Wrl htsoft' 2017-Dec-12 12 13 24 9 R,ghl-Suite® Universal 2017 17.0.23 RSU24011 Page 1 AC` . caGrandeGLS1Lol158ThornebrookeBocaGrandeGLS.rup Calc a MJ8 House laces: S 2A-2omd: 2 glazing, cir ouir, air gas, mil no brk frm mat, cir low-e innr, a 64 0.580 0 16.3 1043 14.9 952 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 16 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head hl 2A-2ov: 2 glazing, cir ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 9 0.340 0 9.55 86 10.5 95 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (2.7 If window hl, 2.67 it sep.); 6.67 ft head hl IOC-v: 2 glazing, cir ouir, air gas, vnl Irm mat, cir low-e innr, 1/4" gap, s 24 0.340 0 9.55 229 7.38 177 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 7.67 ft overhang (8 It window hl, 0.5 ft sep.); 6.67 ft head hl 2A-2ov: 2 glazing, clr ouir, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 8 0.340 0 9.55 75 10.5 82 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 7.67 If overhang (6.7 ft window ht, 0.33 ft sep.); 6.67 ft head hl 2A-2ov: 2 glazing, clr ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 6 0.340 0 9.55 57 30.3 182 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 If overhang (3 ft window ht, 1.5 If sep.); 6.67 it head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 12 0.340 0 9.55 115 30.3 364 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4 ft window hl, 1.5 ft sep.); 6.67 If head ht Doors 11 DO: Door, wd sc type n 18 0.390 0 11.0 196 11.9 212 Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1467 0.032 30.0 0.90 1319 1.73 2533 gypsum board inl fnsh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 468 0.050 19.0 1.40 658 0.70 327 22A-tpl: Bg floor, light dry soil, on grade depth 117 0.989 0 27.8 3252 0 0 c wri htsoft" 2017-Dec-1212:13:24 9 Righl-Suile® Universal 2017 17.0 23 RSU24011 Page 2 caGrandeGLS%Lo1158ThornebrookeSocaGrandeGLS.rup Calc a MJ8 House laces: S DEL --AIR Project Summary Job: Lot158ThornebrookeBo... 1 7 Date: 06.04.14 xrmtnc•t utcauorrto mts Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407.831.2665 For: TAYLOR MORRISON WESTMINISTER Notes: LS 12/12/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 23278 Btuh Ducts 2138 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25416 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 HeaCoo2119g Area ( ft2) 7 2t19g7 Volume ( ft3) 21029 21029 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Lennox Trade LENNOX Model 14H PX-036-230-21 AH R I ref 10258589 Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 22207 Btuh Ducts 4200 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 26407 Btuh Latent Cooling Equipment Load Sizing Structure 3523 Btuh Ducts 1174 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4698 Btuh Equipment Total Load (Sen+Lat) 31104 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-036-230-21 Coil CBA27UHE-036-230'++TDR AHRI ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 470F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 35 °F Backup: Input = 7 kW, Output = 25236 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr i htsoft' 9Right-Sude® Universal 2017 17 0.23 RSU24011 2017- Dec-12 12 13 24 Page 1 ACCA. caGrandeGLS\Lo1158ThornebrookeBocaGrandeGLS.rup Calc n MJ8 House laces S 1 DEL -AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR PND531CODISCOWAY, SANFORD, FL 327hone 40718O3 n2665G Job: Lot 158ThornebrookeBocaG... Date: 06.04.14 By: BENTLEY 1 Room name Entire House FAMILY RM 2 Exposed wall 298.0 It 40.0 If 3 Room height 8.5 It 9.3 It heal/cool 4 Room dimensions 14.5 x 155 It 5 Room area 2466 3 hz 224.8 112 Ty Construction U•value Or HTM Area (III Load Area (I12) Load number Btuh/Ilz°F) 131uh/112) or perimeter (II) Bluh) or perimeter (11) Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VII 0.091 n 2.56 2 32 236 191 488 442 0 0 0 0 G 2% Osw 2A-2ov 0.340 n 9,55 10.55 45 0 430 475 0 0 0 0 13A-2ocs 0.201 n 5.65 4.29 274 172 970 737 135 96 544 413 2A•2amd 0.5W n 16.30 1487 64 0 1043 952 0 0 0 0 11 2A•2ov 0.340 n 9.55 1055 39 0 368 406 39 0 368 406 W 16A-30ad 0.032 n 0,90 2.37 38 38 34 90 0 0 0 0 12C-Osw 0.091 a 2.56 2,32 488 443 1133 1026 0 0 0 0 2A•2ov 0.340 a 9.55 30.33 15 0 143 455 0 0 0 0 213-21v 0.340 a 9.55 30.33 30 0 287 910 0 0 0 0 13A•2ocs 0.201 a 5.65 4.29 386 283 1601 1216 93 29 164 124 2A-2omd 0.580 a 16.30 14.87 64 128 1043 952 64 64 1043 952 A-Zov 0_340 n 9_55 90_33 39 0 368 1169 0 0 Q 0 yl 12C-Osw 197 456 0 0 0 00.091 s 2.56 2.32 236 504 2A•2ov 0.340 s 9.55 10.55 9 18 86 95 0 0 0 0 I-- G 2A•2ov 0.340 s 9.55 10.89 30 47 287 327 0 0 0 0 13A•2ocs 0.201 s 5.65 4.29 74 43 241 183 0 0 0 0 10C•v 0.340 s 9.55 7.38 24 48 229 177 0 0 0 0 A.%- n Dart o cr n tS a a t a n n n n E`G I 2 0 No w340IwL21 30.33I 4 OI 1143I 1455I OI 0 OI OI lam-cvcs 2A.-2ov 12C-Osw V NI _ W_ w J.OJ - 4 0.340 _9.55 _30 0.091 - 2.56 1 JJ'1 1 1001 IgJ9 144 19= IVJ c-M 0 184 58.4 19 0 18.4 584. 215 549 304 0 0 0 0 61 c) AED excursion 10 1 1 -142 Envelope loss/gam 18853 17599 4120 2874 12 a) Infiltration 4425 1403 639 203 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 6 1380 4 920 Appliances/other 1825 0 Subtotal (lines 6 to 13) 23278 222071 4760 3997 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23278 22207 4760 3997 15 Duct loads 9% 19% 2138 4200 0"/0 0% 0 0 Total room load 25416 26407 4760 3997 Air required (clm) 1160 1160 217 176 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. AC-F- wrightsv t- Ri ht-Suite® Universal 2017 17.0.23 RSU24011 2017- Dec-12 12 13:24 1.'. i. 9 Page 1 caGrandeGLS1Lo1158ThornebrookeBocaGrandeGLS. rup Calc = MJ8 House laces S DEL-AIR Right-JO Worksheet 1D1"°'111111 °'° Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 none: 407-831.2665 Job: Lot158ThornebrookeBocaG... Date: 06.04.14 By: BENTLEY 1 Room name KITCHEN DINING 2 Exposed wall 11.5 It 25.5 It 3 Room height 9.3 11 heal/cool 9.3 It heal/cool 4 Room dimensions 14.5 x 11.5 It 15.0 x 10 5 It 5 Room area 166.8 02 157.5 02 Ty Construction U•value Or HTM Area (I191 Load Area (112) Load number BlutVflz-*F) Bluh/ll or perimeter (It) Bluh) or perimeter (II) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vf1ZC•Osw 0.091 n 256 2.32 0 0 0 0 0 0 0 0 C 2A•2ov 0.340 n 55 10.55 0 0 0 0 0 0 0 0 13A•2ocs 0.201 n 5.65 4.29 0 0 0 0 140 76 426 324 2A•2omd 0.580 n 16.30 14.87 0 0 0 0 64 0 1043 952 11 CGG 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.90 2,37 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.56 0 0 0 0 0 0 0 02.32 2A•2ov 0.340 a 9.55 30.33 0 0 0 0 0 0 0 0 28-21v 0_340 e 955 30_33 0 0 0 0 0 0 0 0 13A•2ocs 0 0 0 0 98 98 552 4190.201 a 5.65 4.29 2A-2omd 0.580 a 16,30 14.87 0 0 0 0 0 0 0 0 G 2A-2ov a 9.55 X0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0V+/ 12C-0sw 0.091 s 256 2.32 0 0 2A-2ov 0.340 s 9.55 10.55 0 0 0 0 0 0 0 0 2A•2Dv 0.340 s 1 55 10.89 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 10C-v 0.340 s 9.55 7.38 0 0 0 0 0 0 0 0 De.A- n oen o SS in SS n n n n n n n n FjF12C-Osw 2A- 2Vv J00 2A-2ov 0.340I w w 1-256 9. 55 30.33 OI OI 0 0 OI O OI OI P L- D 1 . L1-LOGS 26. 2ov 12C- 0sw 11DO t6B_ 30ad 2OP- 19c V. NI 0. 340 0. 091 0. 390 0_ 032 0 050 O M W w_ n 9. 55 2. 56 10_ 96 0_ 9Q 1 40 37. 79 4. CJ 30. 33 1. 42 11. 88 1_ 73 0. 70 OA0 IVr 0 0 0 0 1V/ 0 0 0 OUR 0 9. 77 0 V 0 V 0 V 0 V 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 Q 0 0 0 Q 0 F 0-- 167 0 0 0 0 0 0_ 0 F to 12 320 0 15@ 26 799 P. 61 c) AED excursion 1•63 1 1 .75 Envelope loss/gain 924 396 2730 1619 12 a) Inllllrahon 184 58 408 129 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 1108 1654 3137 1979 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1108 1654 3137 1979 Duct loads 0% 01% 0 0 0% 0%1 0 0 r Total room bad 1108 1654 3137 11979 Air required (clm) 51 73 1 143 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I& K-Flh- wrightsoTt" 2017-Dec-12 12:13:24 Righl- Suite® Universal 2017 17.0.23 RSU24011 Page 2 caGrandeGLS% Lo1158ThornebrookeBocaGrandeGLS.rup Calc - M.18 House laces S J DEL-AIR Right-JO Worksheet 11 111111 Entire House DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277 1 ONone: 4071On2665G Job: Lot 158ThornebrookeBocaG... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LIVING 32.5 It 9.3 It heal/cool 1.0 x 375.0 It 375.0 II' UTILITY 7.5 It 9.3 It heal/cool 6.5 x 7.5 It 48.8 It? Ty Construction number U-value Bluhrll2-•F) Or HTM BIUWIII Area (III or perimeter (11) Load- Btuh) I Area (I12) or perimeter (11) Load Bluh) Heat I Cod Gross I N/P/S Heal I Cod Gross I N/P/S Heat I Cod 6 VM 12C-Osw 0.091 n 2.56 Z32 0 0 0 0 0 0 0 0 f2A•2ov 0.340 n 9.M 10.55 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 2A- 2omd 0.580 n 16.30 14.87 0 0 0 0 0 0 0 0 It2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 W16A•30ad 0 032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.55 30.33 0 0 0 0 0 0 0 0 2B- 21v 0.340 a 9.55 30.33 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.65 4.29 195 157 885 673 0 0 0 0 2A- 2omd 0.580 a 16.30 14.87 0 0 0 0 0 0 0 0 2A`2ov 0_34_0 a 9_55 3Q33 39 0 368 tt69 0 0 0 0 12C0sw0091s2.56 2.32 0 0 000 0 0 0 2A- 2ov 0.340 s 9.55 10.55 0 0 0 0 0 0 0 0 GGa2A-2ov 0.340 s 9.55 10.89 0 0 0 0 0 0 0 0 Vy t3A-2ocs 0.201 s 5.65 4.29 74 43 241 183 0 0 0 0 I-- G 1OC-v 0.340 s 9.55 7.38 24 24 229 177 0 0 0 0 lG2A•20y 0.340 s 9_55 10.55 A A 7S n n n n n 12COsw 2A- 20v 2A- 20v 2A- 20v 1 0. 091 0. 340 0. 340 0. 340 w w w w 2. 56 9. 55 9. 55 9. 55 2. 32 30. 33 30. 33 30. 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3A-2ocs 0.201 w 5.65 4.29 33 33 184 140 70 70 394 299 29: 2ov 0.340 _w_ _9.55 _30.33 0 0 0 -0-0-0 --0-0 P12C-0sw 0.091 - 2.56 1.42 172 154 394 218 60 60 155 86 LD11D00.390 n 10.96 11.88 18 18 19A 912 n n n n 6 c) AED excursion 162 38 Envelope loss/gain 3475 3016 757 347 12 a) Infiltration 520 165 120 38 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 3995 3181 877 985 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redsiribulion000014Subtotal39953181877985115, Duct loads 0'/, 0'/0 0 0 0"/, 0'/6 0 0 Total room load 3995 318t 840 943 Airrequired (clm) 182 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ACZ*. wrightsoTt" Righl-SuileO Universal 2017 17 0.23 RSU24011 2017•Dec•t2 12 tPage 3ge 3 caGrandeGLSlLot158ThornebrookeBoCaGrandeGLS. rup Calc - MJ8 House laces: S DEL -AIR Right-JO Worksheet a01"°'°°r`®"°°'° Entire House DEL AIR HEATING 8t AIR CQNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-831-2665 Job: Lot 158Thornebrooke8ocaG... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area POWDER 0 If 93 If heat/cool 7.5 x 3.5 If 26.3 02 MASTER SUITE 38.0 If 80 11 heal/cool 10 x 230.8 It 230.8 112 Ty Construction number U•value BluWltZ°F) Or HTM Ell 112) Area (It2) or perimeter (tt) Load Stuh) Area (112) or penmeter ' (11) Load Bluh) Heat cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W L--C 12C-Osw 2A•2ov 0.091 0.340 n n 2.56 9.55 Z32 10 55 0 0 0 0 0 0 0 0 116 45 71 0 182 430 164 475 11 13A•20cs 2A-2omd 2A-2w 0.201 0.580 0.340 n n n 5.65 16.30 9.55 429 14.87 10.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 n 0.90 2,37 0 0 0 0 38 38 34 90 V)/ ll----GG 12C-Osw 2A•2ov 213-21v 0.091 0.340 0.340 a a a 2.56 9.55 9.55 2,32 30,33 30.33 0 0 0 0 0 0 0 0 0 0 0 0 80 0 0 80 0 0 205 0 0 185 0 0 T=a13A• 2ocs Vjl 2A-2omd A.2w 0.201 0.580 0 340 0.091 0.340 0.340 a a a 5 s s 5.65 16.30 9.55. 2.56 9.55 9.55 4.29 14.87 3033 2.32 10.55 1089 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-Osw 2A-2ov 2A•2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I3A•2ocs t0C•v 2A-2w 0.201 0.340 0.340 s s s 565 9.55 9.55 429 7.38 10.55 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 12C-Osw 2A-2ov 2A-20v 2A-20v 0.091 0.340 0.340 0.340 w w w w 2.56 9.55 9.55 9.55 2.32 30.33 30.33 30,33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 0 108 0 0 0 276 0 0 0 250 0 0 0 F-lCC 13A-2ocs 29.2w 0.201 0.340 w w_ 5.65 9.55 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P LO 12C-Osw 11 DO 0.091 0.390 n 2.56 10.96 30.33 1.42 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-304-d LW 1.7 0 0 0 1 231 2Q7 396 F 2OP--19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0. 27.7$ 0.00 26 0 Q 0 0 0 Q 0 6 c) AED excursion 1 73 Envelope loss/gain 0 1 1334 1490 12 a) Inliltration b) Room ventilation 0 0 0 0 588 0 186 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 25 1 230 0 Subtotal (lines 6 to 13) 0 24 1922 1907 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 0 0 0 0 0 24 0 239/6 1 409% 0 0 0 1922 437 0 0 0 1907 771 Total room bad Air required (cfm) 0 0 24 1 1 2359 108 2677 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Dec-12 12 13,24 ACdk Righl•SuileO Universal 2017 17.0.23 RSU24011 Page 4 caGrandeGLS\Loll58ThornebrookeBocaGrandeGLS.rup Calc = MJ8 House laces: S 1 DEL -AIR Right-JO Worksheet Job: Lot 158ThornebrookeBocaG... O°r1110-AM Entire House Date: 06.04.14 By: BENTLEY DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277111 PPhhND4071ONg65 1 Room name MASTER BATH MASTER W.C. 2 Exposed wall 9.5 It 35 It 3 Room height 8.0 It heal/cool 80 It heat/cool 4 Room dimensions 9.5 x 9.5 It 65 x 3.5 It5Roomarea90311222.8 112 Ty Construction U-value Or HTM Area (112) Load Area (11 Load number Btuh/IIZ°F) Bluh/112) or perimeter (It) Bluh) or perimeter (II) Bluh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vj/ 12C-0sw 0 091 n 2.56 232 0 0 0 0 0 0 0 0C2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 2A-2omd 0.580 n 16.30 14.87 0 0 0 0 0 0 0 0 11 2A-2ov 0 340 n 9.55 10.55 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 n 0.90 237 0 0 0 0 0 0 0 0 VEt12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 955 30.33 0 0 0 0 0 0 0 0 2B-21v 0 340 a 9.55 30.33 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0 0 2A-2omd 0.580 a 16.30 14.87 0 0 0 0 0 0 0 02A-2ov 0_340 a 9_55 30 33 0 0 0 0 0 0 0 012C-0sw 0 0 0 0 0 00091s2.56 232 0 0 2A-2ov 0.340 s 9.55 10.55 0 0 0 0 0 0 0 0L-( C 2A-2ov 0.340 s 9.55 10.89 0 0 0 0 0 0 0 0 13A-20cs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 I00-V 0.940 s 9.55 7.38 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 0.091 0 340 w w 2.56 9.55 v.w 2.321=76 30.3300 v V 64 V 164 V 148 0 U 28 0 U 28 0 u 72 0 U 65 0 2A-2ov 0 340 w 9.55 30.33 0 115 364 0 0 0 0 2A-2ov 0.-1w 9.55 30 33 0 0 0 0 0 0 0 I12C-0sw I 0.091I W_I 2.56I 31421 OI UI of OI OI OI OI OI 61 c) AED excursion 1181 1.4 Envelope loss/gain 359 849 92 100 12 a) Infiltration 131 41 48 151b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 490 891 140 115 Less external load 0 0 0 0 Less transfer 0 0 0 0Redistribution0000 14 Subtotal 490 891 140 115 15 Duct loads 23"/, 401. 111 360 Zr/ 40'/, 32 47 Total room load 602 1251 172 162 Au required (cfm) 27 551 1 8 7 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed wrilghtsv t' Righl.SuileO Universal 2017 17.0.23 RSU24011 2017-Dec-12 12 13 24 AG A..caGrandeGLS\Lotf58ThornebrookeBocaGrandeGLS.rup Calc = MJ8 House laces. 5 Page 5 1' DEL -AIR Right-J® Worksheet r°°"'°-11121 "°' Entire House DEL AIR HEATING & AIR 531 CODISCO WAY. SANFORD, FL 3277111 PPhhND4071O is6655C' Job: Lot 158ThornebrookeBocaG... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER WIC 25.5 It 8.0 It heat/cool 15.0 x 10.5 It 157.5 Ill OPN2LIVING 36.0 It 8.0 It heal/cool 1.0 x 485.5 It 485.5 112 Ty Construction number U-value Bluh/42-•F) Or HTM Bluh/112) Heat Cool Area (112) or perimeter (II) Gross N/P/S Load Bluh) Heal Cod Area (112) or perimeter (11) Gross N/P/S Load Bluh) Heat Cool 6 Vy C 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.32 10.55 120 0 120 0 307 0 278 0 0 0 0 0 0 0 0 0 11 1GG 13A-2ocs 2A-2omd 2A-20v 0.201 0.580 0.340 n n n 5.65 16.30 9.55 4.29 14.87 10.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 V613A-2ocs 1213-Osw 2A-2ov 2B_21v 2A-2omd 26-20v 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 Q W 0.201 0.580 0_340 0.091 0.340 0.340 a a e a a a S s s 2.56 9.55 9 55 5.65 16.30 9_55. 2.56 9.55 9.55 2.32 30.33 30 33 4.29 14.87 30 33 2.32 10.55 10.89 84 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 215 0 0 0 0 0 0 0 0 195 0 0 0 0 0 0 0 0 168 0 30 0 0 0 64 9 0 138 0 0 0 0 0 55 9 0 353 0 287 0 0 0 141 86 0 320 0 910 0 0 0 127 95 0 13A-2ocs IOC-v 2A-2ov 0.201 0.340 0.340 s s s 5.65 9.55 9.55 4.29 7.38 10.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 13A-2ocs 2A_2Dv 12C-Osw IIDO 0.201 0.3.40 0.091 0.390 w w_ n 5.65 9.55 256 10.96 4.29 30.33 1.42 11.88 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 16B_30ad 2OP-19c Q_032 0.05_0_ 0.90 1.40 1.7-3 0.70 1$6 0 15B 0 142 0 272 4@6 30 486 30 437 42_____21830 F 22A-tpl 0_989 27.79 Q Q 0 0 O 0 0 0 Q 0 6 c) AED excursion 31 111 Envelope loss/gain 663 713 1593 2750 12 a) Infiltration b) Room ventilation 351 0 111 0 495 0 157 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1014 824 2088 2907 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 23o/a 40'/0 0 0 0 1014 231 0 0 0 824 333 23% 40% 0 0 0 2088 475 0 0 0 2907 1175 Total room load Air required (clm) 1244 57 1157 51 2563 117 4082 179 y/ 12C-0sw 0.091 w 2.56 2.32 0 0 0 0 56 41 105 95 I--(' 2A-2ov 0.340 w 9.55 30.33 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 30.33 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.55 30.33 0 0 0 0 15 0 143 455 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Fk wrigF2ts4Dft" 20t7-Dect2 t3:24 Right - Suite® Universa120t7 17.0.23 RSU24011 Page 6 caGrandeGLS\ Lott587hornebrookeBocaGrandeGLS.rup Catc . MJB House laces: S Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Fk wrigF2ts4Dft" 20t7-Dect2 t3:24 Right -Suite® Universa120t7 17.0.23 RSU24011 Page 6 caGrandeGLS\Lott587hornebrookeBocaGrandeGLS. rup Catc . MJB House laces: S I' DEL -AIR Right-J® Worksheet 1CD'"'m'° Entire House DEL AIR HEATING & AIR 531 CODISCO WAY. SANFORD, FL 32771 hND407-8833112665E Job: Lot 158ThornebrookeBocaG... Date: 06,04.14 By: BENTLEY 1 Room name BATH 2 BED 4 2 Exposed wall 10.5 11 25.0 If 3 Room height 8.0 If heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.5 x 10.5 II 57.8 It2 10.5 x 14.5 It 152.3 02 Ty Construction U-value Or HTM Area (II2) Load Area (fl2) Load number BtuW112-19 BIuIVII2) or perimeter (II) Bluh) or perimeter (It) Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VI! 12C-Osw 0.091 n 2.56 2.32 0 0 0 0 0 0 0 0 G 2A-2ov 0. n_ 9_55 10.55 0 0 0 0 0 0 0 0 v 13A-2ors 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 H-C 2A•2omd 0.580 n 16.30 14.87 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 256 2.32 0 0 0 0 0 0 0 0 2A.2ov 0 340 a 9.55 3033 0 0 0 0 0 0 0 0 2&2Iv 0340 e 9 55 30 33 0 0 0 0 0 0 0 0 0 0 0 0 0 013A-2ocs 0.201 a 5.65 4.29 0 0 2A•2omd 0.580 a 16.30 14.87 0 0 0 0 0 0 0 0 0_340 e 9_55 90_33 0 0 0 0 0 0 0 0 12C-0sw 0.091 s7 2.56 232 0 0 0 0 84 69 176 160 2A-2ov 0.340 s 9.55 1055 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.55 1&139 0 0 0 0 15 12 143 163 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 tOC•v 0.340 s 9.55 7.38 0 0 0 0 0 0 0 0 n "ten o SS in 5S n n n n n n n n 12C-0sw 0. 340 w 2.55 2. 33 80 78I 190 1 110 110 290EGGE2A•2ov 0.340 w 9. S5I 30.33 6 0 57 182 0 0 0 0 2A•20v 2A-20v 0.340I0.340 w w 9.55I9.55 30.33 30.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r.v.-cvcs v.cur w 3.w q 0.340 _w_ _9.55 _3C 0.091 2.56 1 0.390 n 10.96 11 46___ 11 0 0 61 c) AED excursion 184 1 1 13 E rlvebpe loss/gain 355 569 967 948 12 a) Infiltration 144 46 344 109 b) Room ventilation 0 0 0 0 13 Inlemal gain: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 499 615 1311 1057 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 499 615 1311 1057 15 Duct loads 23% 40% 114 249 23% 401% 298 427 Total room bad 613 864 1609 1484 Air required (clm) 28 38 1 1 73 65 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- wright5oft' 2017•Dec•12 t Righl•Suile® Universal 2017 17.0.23 RSU240tt page 7 caGrandeGLS1Lo1158ThornebrookeBocaGrandeGLS rup Calc = MJ8 House laces: S DEL --AIR Right-JO Worksheet Job: Loll 58ThornebrookeBocaG... t"0-AM Entire House Date: 06.04.14 DEL AIR HEATING & AIR By: BENTLEY 531 CODISCO WAY. SANFORD• FL 3277111 hND407-88331.2665E I 2 3 4 5 Room name BED 3 BED 2 Exposed wall 27.0 It 6.0 ItRoomheight8.0 It heat/cool 8.0 it heal/coolRoomdimensions11.0 x 13.5 fl 1.0 x 122.0 ItRoomarea148.5 112 122.0 112 Ty I Construction number U-value Btuh/IlZ•F) Or HTM Area (112) Bluh/112) or perimeter (It) Load Area (112) Bluh) or perimeter (It) Load Bluh) Heal I Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 y/ C W 12C-0sw 2A-2ov 13A•2ocs 2A-2omd 2A-2ov 16A-30ad 12C-Osw 2A-2ov 2B_21v 13A-2ocs 2A-2omd 2A_2ov 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 110C-V 0.091 0.340 0.201 0.580 0.340 0.002 0.091 0.340 0.340 n n n n n n a a e 2.56 8_55 565 16.30 9.55 0.90 2.56 9.55 9_55 565 16.30 9.55 256 9.55 9.55 5.65 9.55 2.32 0 10.55 0 4.29 0 14.87 0 10.55 0 2 37 0 2.32 108 30.33 0 90 33 0 4.29 0 14.87 0 9033 0 2.32 88 10.55 0 10.89 15 4.29 0 7.38 0 0 0 0 0 0 0 108 0 0 0 0 0 0 0 0 276 0 0 0 0 0 0 0 0 0 0 0 0 0 0 250 48 0 15 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 84 143 0 0 0 0 0 0 0 76 455 0 II----GG 0201 0.580 0,340 0.091 0.340 0.340 0.201 0.340 e a e s s s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 0 12 187 0 143 169 0 0 0 163 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lw:: 12C-0sw2.562.332A•2ov 0.340 w v. a 955 w.QQ u 20 3033 0 u 20 0 V 51 0 V 0 400 0 0 0 0 0 001:::] 0 2A-2ov 0.340 w 9.55 30.33 0 0 0 0 0 0 0 2e•2ov ' 0.340 w 9.55 30.33 0 0 0 0 0 0 0 2A:20v 0.340 _w 12C-0sw 0.091 11DO ____ 0.390 _ n vI u 61 c) AED excursion 15 139 Envelope losstgain 999 974 484 954 12 a) Infi4ration 371 118 83 26b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/outer 0 0 Subtotal (lines 6 to 13) 1371 1092 567 980 Less external load 0 0 0 0Lesstransfer0000Redstnbution000014Subtotal13711092567980 IS Duct loads 231/6 40'/ 312 442 239/6 401% 129 396 Total room load Air required (clm) 1682 1533 696 1376 77 67 321 60 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed ACC. ' wrightSofY Righl-Suile® Universal 2017 17.0 23 RSU2401t 20t7-Dec t2:l3 24 Page 8caGrandeGLS\Lolt58ThornebrookeBocaGrandeGLS.rup Catc = MJ8 House laces: S DEL --AIR Duct System Summary Job: Date: Lot158ThornebrookeBo... 06.04.14 x caTnlo • il01 coNmnolmlo Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: TAYLOR MORRISON WESTMINISTER External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.183 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.183 in/100ft 1160 cfm 131 ft Name Design Btuh) Htg Cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 c 864 28 38 0.218 4.0 Ox 0 VIFx 25.1 85.0 st1 BED 2 C 1376 32 60 0,216 6.0 Ox 0 VIFx 26.1 85.0 st1 BED h 1682 77 67 0.204 6.0 Ox 0 VIFx 32.8 85.0 sit BED 4 h 1609 73 65 0.211 6.0 Ox 0 VIFx 28.7 85.0 st1 DINING h 3137 143 87 0.201 7.0 Ox 0 VIFx 24.1 95.0 st2 FAMILY RM h 4760 217 176 0.191 8.0 Ox 0 VIFx 30.3 95.0 st2 KITCHEN C 1654 51 73 0.199 6.0 Ox 0 VIFx 25.7 95.0 st2 LIVING h 3995 182 140 0.201 8.0 Ox 0 VIFx 24.4 95.0 s12 MASTER BATH C 1251 27 55 0.308 4.0 Ox 0 VIFx 7.8 70.0 MASTER SUITE C 2677 108 118 0.289 7.0 Ox 0 VIFx 13.0 70.0 MASTER W.C. h 172 8 7 0.321 4.0 Ox 0 VIFx 4.7 70.0 MASTER WIC h 1244 57 51 0.285 5.0 Ox 0 VIFx 14.2 70.0 OPN21LIVING c 4082 117 179 0.285 7.0 Ox 0 VIFx 14.1 70.0 POWDER c 24 0 1 0.193 4.0 Ox 0 VIFx 29.1 95.0 st2 UTILITY C 985 40 43 0.183 4.0 Ox 0 VIFx 36.0 95.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk SO Peak AVF 210 231 0.204 423 10.0 0 x 0 VinlFlx st2 Peak AVF 633 519 0,183 592 14.0 0 x 0 VinlFlx 1 WihtSOR• 2017-Dec-12 12.13:25 l 9 Righl-Suite® Universal 2017 17 0.23 RSU24011 Page 1 104CrA .. caGrandeGLS%Lol158ThornebrookeBocaGrandeGLS.rup Calc = MJ8 House laces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx gt wri htsoft' 2017•Dec-121213.25 9 Righl-Suile® Universal 2017 17 0.23 RSU24011 Page 2 caGrandeGLS\Loll58ThornebrookeBocaGrandeGLs.rup Cale = MA House laces: S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 158ThornebrookeBocaGrandeGLS Builder Name- TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate budding thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/12/2017 11 17 AM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 1 of 1 t 10 t 06ed V4VSV:9t tt LtOZ/Zt/Zt t'SA 8SoliSfl - ®a6ne(6jau3 96ed auo Allensn) podgy )sal a6e)leaI )ono goy& wao3 pajajdwoo a uagj ,,a6e)jeal )lnelap„ ueyl iay)o 6u.iypfue sa)eojpuj adAla6e)jeaj )onp gob& wjoy ll a6ed auo,,fjjensn)poday )sal a6e4ea7 adolanu3 pajajdwoo y a6ed auo ajgel) jsjpjoago eua)uo juauodwoo uoyoadsul uoyejnsul pue Jauaes qV O poyjayp aouewao/aad ayj jo{ 00 of ioyd pagnbay sa6ed aajy))s)uawannba& ,fiolepuepV a6ed auo) pJe3 ,feldsjp (7d3) jana7 aouewJoNad X6Jau3 Jajeai6 aq feu//se6ed b Allensn) uojjeoyuan play iol pasn eq ueo jey) jsg)joago Xiewwns jndul ue pue (a6ed )) podai aouejldwoo ayj &gjaldwoo jenpjnjpul to aweu jooj ajeM)los aoueydwoo ay) to uolsjan pue aweu 'uoye)uajio aseo- jsioM a se pejejnwjs seen awoy ay) iag)ayM 'slueuodwoo to sadX) pue seaje Xiewwns yljnn 6uole snjels jjel jo ssed ay) pue oyes -a 'ssaippe awoy 6ujjeo pw a6ed Xiewwns a apnlouj lleys wiol sj l L •apoo X6aau3 epuo13 ayj to E'gobbl uoyoaS qpm sajjdwoo u6.tsoopasodoid ayj jey) sluawnoop jegj podaa gob& uuo3 y syHoayo SNI apn join lleys poyjaw aouewaojjad pajelnwls le/juaplsaj ayj eln uoljenaasuo_l A6aau3 `apoo 6ujpyng epljo/d bloZ ayj yjlnn aouellduwoo col suo/jeoyddd poylayV ( aouewaopad) an/leuaalld aouewjopad palelnw/S uogeln6ab leuolssaload pue ssau/sng {o luawjjedaa ep/jold 1 SI7103HO NOII Vl NgPVnOOO 3000 NOIl d/1 H3SN00 A JH3N3 7 dIlN3alS3H v toz-Soya wao=l FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name- Loll 58ThornebrookeBocaGrandeGLS Builder Name: TAYLOR MORRISON Street: Permit Office - City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2197 sq.ft. Cond. Volume: 18675 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): S LA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the lest 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, 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 lest, shall be fully open. I hereby certify that the above envelope leakage NEST performance results demonstrate compliance with Florida Energy Code requirements in i accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 12/12/2017 11.17 AM Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: j DATE: -- -- — - --- -- -- EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida lawSection553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements ofSectionsR402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1 1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orotherinfiltrationcontrolmeasures; 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakageWindows, 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 orAAMA/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. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls hat, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the healing load 0 R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -constructionorrough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction lest. Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test- Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9 29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feel (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage lest is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code 12/12/2017 11.17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 13 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with intggral heat traps and having vertical pipe risers shall have heal 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water healing systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4 4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1 Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2 Be installed at an orientation within 45 degrees of true south R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Budding Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/12/2017 11.17 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions- 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for healers manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6 O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 12/12/2017 11:17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 1e ; oi e+og : e E$ a [ Ems. 6i F i B alit e an 3 tO 191- T t• • a rY6 •O o = `-- • w 0 R en E d° s I is - -- y[ . jd: 6. N W A 0 a 66 orNi866 ^' _ t' Y z I! r5 aqua 2• M_ a fie m I !8 n '! a A 3 A D RI f I °IO A F 6 g __ a /? C 9NeNe \/' P O Q' • Z 91 i .IJ R • 3 A h ./ i I' C\ a..r.. wm«n ' to J w.pYp ,• t — ! l,• Ib.lo. ° 1 . I v A S ; • 1 14 O o V° SI m e I I ' ' • r5` I 7 • N A -T of _ d I g .A -- - MAN IN w 7 paf-- : H 97 99 !-i a z-8"•@79Sa z al i4 61.i ej 62Z R' s` : X161 $B jg! i I°Ei 1A1 4( ce wn E e ES ee Is D op l a 3 3 0 hr0 S a i' IA CF m erg_•, r_- r. •mw a.•!!rr 1 i Sw € a t + e, 6a i * 1 n i fiat x n C2• 7It A— 95; lot o 6' •R a i I I C i li '' • a'.r~ x Ia I T I 10 BUILDER: TAYLOR MORRISON REVISIONS DelAlr PLAN BOCA GRANDE DATE BY Heatirij. A,rCaidiUcninq R Refrlgeration.1m. LOT LOT 158 12/12/17 JA S51Codi,,,Wa4 SUBDIVISION THORNEBROOKE 5anfardFl.52771 DATE: 06.04.14 Pholie: 407-8N -2665 DRAWN eY: BENTLEY Fax:407-355-5855 rrrn HOUSE TYPE: BOCA GRANDE LOT 158 W OPTIONS: v WATER SOFTENER C.7 :. ..... i. LAUNDRYTUB D p b. 1STFLOORO 0 RECORD COPY DESCRIPTION AS FURNISHED: Lot 158, 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. 30' UNNAMED ROAD P.B. 1, PAGE 114) S 00012 21 " E 40.00' 10' LANDSCAPE, WALL FENCE ESMT. LOT 158 33.98' 34.00 A\C 5.00' 5.00' e 15.0' o LANAI 0 15.0' W PROPOLA G DENCE w LOT 157 2 CAR GARAGE LEFT LI COto ~ COVERED ENTRY 80 9)F8 7_'`! 5.00' -1 1-- 22.0' 152.64' c PC) STORM INLET / PER CIVIL PLAN DRIVE 10' UTIL. ESMT. 5' CONC WALK 3' LARE CURB B.B.) S 00°10'44 E 40.00' 5.00' 5.00' W ' LOT 159 CO ~ IZOAIIN , _. neTr 0?t) Ok to construct single family home with setbacks and impervious area shown on plan. LA5.9 *j. ;01a, occ,L G ravid'e , CAL ED RCSIA' LANE 50' R/W) LOT 4.780 SO FT LIVING 998 SO. FT. GARAGE 510 SOFT. ENTRY 53 SO.rT. LANAI 150 SO. FT. BREEZEWAY- N/A SO. FT. DRIVEWAY 403 SO.FT A/C PAD 9 SO FT. WALKWAY 70 SOFT G IMPERVIOUS- : 409 X 5'0 0 SOD = 2 584 SO FT 0 LOTA A CALCULATIONS' R/W = 428 SO.FI. 9 PROPOSED = FINISHED SPOT GRADE ELEVATION APRON - 109 SO. FT. PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY' SIDEWALK = 200 SO FT. 1\_- PROPOSED DRAINAGE FLOW FRONT - 25' (NOT A SURVEY) SOD 118 SO. FT A A= LOT GRADING TYPE A • REAR 15' PROPOSED INFORMATION SHOWN AREA = 5.208 SOFT. PROPOSED F.F. PER PLANS a 24.5' +} SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 512 SO FT. SIDE CORNER a 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIELD VERIFIED SOD - 2,702 SO FT. CRUSETNML'M?—SCOTT & ASSOC., INC. — LAND SURVEYORS LCIrCMMD - LEGEND - 5400 E. COLONUIL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436r . PLAT roL • POINT ON LINE NOTES: r . MELD TY. • TYPICAL 1P. • IRON PVC Rr_ • POINT Or REVCRSC CURVATURE 1. THE "VISIONED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET /GRIN BY THE FLORIDA OGRD OF lit.- IRON ROD P.C.C.• POINTOr COli01WD CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CHWIER 51-17 FLORRA ADYW/STRAINS CODE PURSUANT TO SECTION 472.027. ROR/DA STATUES C.N CONCRETE MOMENT BAD, • RADIAL SET IR. • 1/2' IR •/OLD 43% MR. • AON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGR4I1, RAKED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. MERE MAY BE 0170 RESTRICTIONSREC. RECOVER[' VP. • VITNCSS DINT PA.R • PDINi Or CALL • CALCULATED l, OR CASEMENTS GAT AFn=-7H1S PROPERTY. C.'NNGP.O.C. . POINT Or CONNENCCMCNi PRM PERMANENT REFERENCE NONUNEM 1. NO UNDEAGROI/ND IYPROVEYENIS HAVE BEEN LOCATED UNLESS OMCRN75C SHOWN. i • CENTERLINE rf. rINISIED FLOOR CLEVATICH A INK SURVEY K PREPARED MR THE SOME BLUETIT Or THOSS CERTIFIED 70 AND SHOULD NOT BE RELIED UPON BY ANr OTHER ENTITY. NLD NAIL L DISK B.SL - BUILDING SETBACK LINE Rx • BCNCIVARK S. DIMENSIONS SHOWN FOR 7ME LOCATION OF IMPFJVEMENIS HEREON SHOULD NOT BE USED M RECONSTRUCT BOUNDARY LINES. R/V • RIONT-OF-VAY ESNT. EASEMENT 02+. VASE BEARING 7. BEARINGS ARE LASf'NiASSUMEDDATUM /NO ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. .DRAINAGE B. ELEVATIONS IF SHOW. ARE BASED ON NATIONAL GCOOEM DATUM Or 1020. UNLESS OTHERWISE NOTED. UTIL• UTILRY 0. CERTIFICATE OF AVIOR17A71ON NNP 450& ELFE • CHAIN LIME FENCE VDFC • VOOD rENCCET SCALE I-- 1' . 20' ; DRAWN BY: ••• oX. - OONC CURVATURE P.T. POINT or IANGCIEY cEanFIED BY: wIr ORDER No. DESC. • DESCRIPTION R RARE PLOT PLAN 12- t 4-17 5752-17 LENGTH D DELTA C • CH MD E.L CHORD KARING NORTH THIS 8UILMN0/PR0PER7Y DOES. NOT UE WITHIN S!RTHEESTABLISHED100YEARF100DPLANEASPERi1RM' USEN EYER, L.S. 1 4714 ZONE (' MAP 1 1?117C 0035 i. SCO R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA 34087 NFO 1. St Johns 13STRADANkwy NEC 2011/FBC 107 SANFORDFL ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: BOLA RANG BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 941E Includes Heat Pump and Heat Strips on together (8100% Square feet Irving areal 2200 3 volt/am s 6600 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc mist TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9260 LARGESTLOAD 9418 TOTALLOADI 28 698 V A./ SIZE RECOMMENDED 1 150 SERVICE SIZE: 240VOLTS= 1 120 MINIMUM PER 150 NEC 33200 2 4032 10000 6500 2.5 5040 10000 6500 3 5280 10000 6500 35 6168 8000 5200 4 6888 8000 5200 5 8160 10000 6500 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2 5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 P60 PREWIRES orY AMPS 30: 111111 2461 60 240' moo 10_0, 240_ Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. 1 W N 0 E ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 219MA/219TA/219SE Lot Alt: 01/ Lot: 158 Block: Unit: ! Address: JobNumber: N330121 ya T v CT1 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 rm 0 v b AR36) INIS DUG PREPAAEO FAOII CONPUI(R INPUT (LOADS S DIMENSIONS) SUSNITIEO SY TRUSS NFA, STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses 1s not a requirement of ANSI•TPI 1.2002 but it is a strongly recommended galdellne 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 helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'Planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 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 MALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MiNiNMUM OF 2X6, AND SHALL BE -ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3- GUN NAILS TO A 2X4 VERTICAL NEB MEMBER The graphic shown on this detail is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer The nailing requirements shown are consistent with ANSI/TPi 1.2002 for strongback bridging. w. va- I - 1,11 . v J N.T.S -Not To Scale) 60sbagBac8p9et91ds0et6S618••6568 8REPi1 E IR) Design Crit: TPI-2002(STO)/FBC PLT 7YP. Wave C RT=1.00 1.25 ]0 0 7.31.11 Y:1 FL - ] - E vsAuw•• TRUSSES .ceuat «ifult au 1. ••ulc.nw. wYVt1Y:. s.i»la:. lau.uls NO war:' Ypu it au (w uolo «»fwrr fucn If•ofe.ner , rwuwco f• ,n awa n•,c MIMIC. Its Ye, :a tII 7nflr, {Vlr{ its. •tl1•pfl•. !•, 113161 •Ve r[c• 00e0 TlV1{ cWVCit 0/ •Ml,ic•. f100 an•»I,c a•Yf. rueuc.. n unfl ra,•ra....ana.ne ro nfre.111Yo Taf[ Walla{ u.« RM[f Vlf[ IIDK Utf Nr CVOYa fWR Wr( r4rGl, •rT•CI[f 3,fVcreul IUpt ... fella CYf[e fWla • [ nor[ur .rr.cvm aflo « u(f' E DS"• NS•Ntf' TC LL PSF TC DL PSF BC OL PSF REF R081- 48357 GATE 07/28/09 ORW MWSR081 09209398 ALPINE nwauadfnpOPmponrnbO/ouyMe. HaiIlaCiry.FL 3384 FLCOA/0278 IMPOA IANI•'II/.If. • Cer, OF rV if 0(f nY to rVt Irf r•ll•rnV Cc,RC•«,a. Ir1 ,Cf. I.C. ,V•tt fYT u Ytae.auc ra• .m ol.unf. na rnf oaif.:.., r.aat n wuo ,rc rrwf n w.o[II•act YI,M ra, a l.,ne.naf. Y•.ouaa. al»nf. IYnatne f n.cna a nus«f. OI{IfV «elefnf YITV •»tlNflt rfeYl,ia, 01 Vei (wTIVV•l eItIN inC. Ir •I,r•1 •YO nl. 1!Y ,C{ cea.tae, rutty •u 11•ot et eo/unaf••sill •e{ ft•o( •aw p. Y/Y,u) aa. ,na..r•ar n•:p n I.C. r•c[ m nufs um, unuf orv[utat tsc•*to a "isoaur. roslna to o•.YIYs M.-I.ttrler«no. a .un, .Co. fr (n sY.a « •tf ...0 n a nn•ieu ac.l. . SAIL e. ,Yls ofalu laorertn •ecl•r•rc[ at NVI[ffWY4 [rUR[fIM t[NaflUtlry feat, FOR WE TIME co.ratur fVIt0lri acflfY[f rplViYfl/Will {I[Nc.Vf( GI /Mn GoIY'eVM FOR ANY 1I1014 13 rl( ,({WN{If0.1n 01 Ti[ No.62212 P f * 1 r # STATF OF / OR1D' G Jul BC LL PSF TOT. L0. PSF HC • ENG OR/OR AR36 OUR.FAC. FROM SPACING JREF- 1TT0081_Z18 Yee p 0 0 HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU Is available with header flanges concealed, provided the W dimension Is 2yi 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 2Y,i at 1DO% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCTFN (seepage 2311or details). MATERIAL:14 gauge FINISH: Galvanized, ZMAX" and stainless steel available INSTALLA71ON: • These hangers are attached to grouted CMU walls using Y..'x2%* hex head Simpson Strong -Tie* Titen* screws or for concrete walls using % x 1'y' hex head Titen screws. Titen screws are not provided. Drill the yi diameter hole to the specified embedment depth plus W. Alternatively, drill the yi diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. The hangers should -be installed such that a minimum end and edge distance of 1'h' is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. SIMPSON Strong -Tie HUC410 These products are available with additional corrosion protection Additional products on this page may also be available with this option, check with Simpson Strong-17e for details. Model No . HU26 Dimensions Fasteners Allowable Loads (DF/SP) Code Ref. W lye H 3%, 8 2% CMU 4-%x2%Then Concrete 4-%x1%Tden Joist 2-10dxl% Down 1160) Uplift 160 290 100/115/125) 1545 Htf28s 1%6 5Y. 2%. 6-%x2Y4Titen 6-%xlyTrten 4.10dx1'h 575 2400 H5210 lye 7'14 2% 8-%x21:Titen 8-%x1%Then 4-10dx1'h. 575 2400 HU46 3%s 5ye 2'h 12-%x2%Titen 12-%x1%Titen 6-10d 1085 3950 HU26-2 3% 5% 2'h 12-YWY.Titen 12-Y.x1V:Titen 6-10d 1085 3950 HU48 We 61ye 2% 14-Y.x2%Titen 14-%xYY.Then 6-100 1085 4350 170 HU28-2 ' 3'h 7 2% 14-%x2yThen 14-Y.x1%Tden 6-10d 1085 4350 HU410 We 8% 214 18-Y.x2%Titen 18-%xl%Tden 10-10d 1810 5085 HU21D-2 1 3% 8"As 2'h 18-%x2Y.Titen 18-Y.x1V:Titen 10.10d 1810 5085 HSUR/L262 3% 4144e 2% 12-Y.x214Titen 12-%xl%Then 4-16dx2'h 815 26255 1. Uplift loads have been increased for wind or earthquake leading with no further Increase is allowed. Reduce where other loads govem. 2. Minimum concrete strength rc 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 stemless -steel Titen* screws and products in exposed applications. Tabulated loads apply 16 stainless -steel appikations. S. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest ultimatO or fastener calculation values. 7. NAILS: 16dx2 % = 0.162' die x 2W long, 10d - 0.148' dia. x X long, 1061'A . 0.148' dia. x I W long. See page 22-23 for other nail sizes and Information. HU410 Installed on Masonry Block Sidewall 1%,ft'. HUC410 Installed on Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sidewall 4i 0 z Model Min, Dimensions Fasteners OF/SP Allowable Loads wable Loads No. Reel Heightg W H B Carrying Carried Uplift1(160) Floor Snow Roof Windfimnow Roof Wind Code Member Member 100) 115) 125) 160)15) 125) 160) Ref. SINGLE 2x SIZES HTU26' 3K 1% 57As 3'h 20•16d I 11-10dx1'b 670 2735 2735W50151695 75 1725 1725 1725 1725HTU26(Min) 3% 1% 5'A. 3'h 20-16d 14-1OdxI% 1175 2940 310010 1955 1955 1955 1955HTU26(Max 5'h 14f 5K. 3'h 20•l6d 20-10dxl% 1215 2940 334045 2370 2370 2370 2370HTU28Min HTU28(Max 3% 1% 7Yn 3'h 26-16d 14-10dxl% 1125 3770 37700 2825 2825 2825 2825 17 L17, HTU210(Min) 7% 3% 1% 7'h. 3'h 26 t6d 26 10dx1! 1920 3D20 434095 3285 13730 3765 3765 F22 HTU210(Max 9Y. 1% 1 93i. 314 1 32-16d I 14-10dxl'h 1 1250 1 3600 3600 3600. 1 3600 1075 2700 2700 2700 1 27001% 9'h• 3'h r32-16d 32.10dx1'h 3255 1 4705 5020 5020 1 5020_1 2800 1 3765 13765 3765 3765 DOUBLE 2x SIZES HTU26 2 Min) 3%3K. 5'h. 3'h 20 t6d 14-10d 1515 2940 3340 3500 3500 1305 2205 2205 2205 2205HTU26-2 Max) 5% 3%s 9h. 3% 20-16d 20-tod 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205RTU28-2(Min) 3% 3K. 79s. i% 26-16d 14-10d 1 1490 1 3820 1 3980 I 3980 3980 1280 2985 2985 2985 2985 It, HTU28 2 (Max) 7%. 3%, 734. 3l6 26-16d 26-10d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17, HTU21D-2 Min 3% 3%, 9'h, 3f4 32.16d 14-lOd 1755 4255 4255 4255 4255 1510 3190 3190 3190 F22 3190HTU2102Max) 9Y. Vs 9%s 3% 32-16d 32-10d 1 3855 1 4705 1 5345 1 5760 1 6470 3315 1 4045 1 4595 4855 4855 See Fable frod-t- nn oe 1 1 HGUO hangers provide similar capacities as HGUS double shear hangers, but they use SimpsonStrong -Tie' Strong -Drive° SDS screws instead of nails for faster and easier installation. In addition, 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. t, • Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length: For applications where the length of the supplied screws exceeds the thickness of the Supporting girder, 3' or 4'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 Chart. HGUI Go Dimensions SOS Fasteners DF/SPAllowable Loads SPF/HFAllowable Loads Ref. W H B Carrying Member Carried Member Uplift' 160) Floor 100) Snow 115) Root 025) Wind 160) Uplift' 160) Floor 100) Snow 115) Rool Wind 125) (160) DOUBLE 2x SIZESj0(28)1/.'x3- 3K. 3K. 3K. 5'h. 7Y6 9K. 4 4 4 12) Yx3' 20) Y..'x3' 28 Y.x3' 4)'/'x3' 6 Y..x3' 8) %N3' 1635 2565 3440 5040 7330 7415 5565 7330 7415 5565 7330• 7415 . 5565 7330 7415 1175 1845 2475 3630 5280 5340 4005 5280 5340 4005» 5280 5340 4005 5280 5340 F22 TRIPLE 21 SIZES HGUO26.3-SDS4.5 HGUO28.3•SDS4.5 HGU0210-3•SDS4.5 12 12 12 41K. 4'K. 4% 5%i 7y 9Y. 1 4 4 4 12) Y.x4Yi' 20 Y.'x414' 28) Y.x4W 4 Y.x4'h' 6)'/.'x4'h' 8)'/.'x4'h' 1635 1 2565 3440 5040 1 8400 1 9745 5165 9175 F 9745 5165 9 775 9745 1 5165 1 9175 1 9745 1 1 1175 1 1845 2475 3630 1 6050 7015 3720 1 6605 7015 1 3720 6605 7015 1 3720 F226605 7015 QUADRUPLE 2x SIZES HGU026-4-SDS6 HGU028-4-SDS6 HGU0210 4-SDS6 1 12 12 12 K. 6K. 6K. 5%. 7i4. 915. 4 4 4 1 (12 'WA' I 20 Y.'x6' 28) Y. x6' 4 11.'x6' I 6) %x6' 8 Y.'x6' 2375 I 4020 4170 5040 1 8400 10260 5165 8860 10260 5165 6860 10260 5165 8860 10250 1710 2890 30DO 3630 6050 7385 3720 6380 7385 3720 6380 7385 3720 6380 7385 F22 4><SIZES ' HGUO46-SDS3 HGU04 HGU041SDS3 O-SDS 12 12 12 3% 3% 31'. 4% 6% 8% 4 4 4 12) Y.x3' 20)'/.' x3' 28 Y.'x3' 4 Y.x3' 6 Y.x3' 8) Kx3' 1 1635 2565 3440 1 5040 7330 7415 1 5165 7330 1415 1 5165 7330 7415 1 5165 7330 7415 1 1175 1845 2475 1 3630 5280 5340 1 3720 5280 5340 1 3720 5280 5340 1 3720 F22 52805340 further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Truss chord cr."rain tension may limit allowable loads in accordance with 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 4. Simpson Strorlp•Tle Strong -Drive screws are Permitted to be Installed through metal taus 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 (pre-ddfrng required throughtheplateusingamaximumofSS,' bit). I: Alternate Allowable Loads (% Maximum Hanger Gap) i i Q c 13 a 1 a. bus screws mat penetrate all plies of the supporting girder (screws must penetrate o minimum of t' Into the last hmss ply) may also be used to transfer the load through all the plies of the Supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SOS screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 6. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3' or 41W long SOS screws may be substituted for the longer SDS screws with no load reduction. 7. For Installations to LSL, use the DF/SP table loads. ! 137 IN Ra i'i 136• fors The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 3%'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to IN max. to allow for greater construction tolerances (maximum gap for standard allowable loads is'ri' 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 tor additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Standard Allowable Loads (me Maximum Hanger Gap) RTU26 Min He Per carrying memoer HTU Installation for Standard Allowable Loads For 14' maximum gap, use Alternate Allowable Loads.) SIMPSON Stron&-Tie Alternate Installation - HTU26 installed on 2x6 carrying member H7U210 similar) Model No. Min. Heel Heigh Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code pat, W H g Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind. 160) Uplift 160) Floor 100) Snow 115) Root• 125) Wind 160) SINGLE 2x SIZES HTU26 3'h 1% 5'%. 314 20-16d 11-10dx1'fr 730 2940 3045 3045 3045 630 1920 1920 1920 1920 HTU26 Min 37h 1% 9h. 314 20-16d 14-10dxlh 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 HTU26 Max 5%r 1% 57A. 31A 20-16d 20-100154 1555 294D 3340• 3600 401D 1335 2530 2870 3095 3450 17, HTU28 Min 37h 1% 7'A. 3'h 26-16d 14-10dxl% 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 Max 7'% 1% 7% 3A 26-16d 26-10dx1'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210 (Min) 3% 1% 9'% 3K 32-16d 14-10dxl% 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210 (Max) 1 9'/. 1 194 19A. 1 3'h 32-16d 32-10dx1'h 3315 4705 5345 1 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26.2(Min) 37h 3%11 57% 3% 20.16d 14-10d 11515 1 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2 (Max) 5'h 315. 57% 3'h 20-16d 20-10d 2175 - 2940' 3340 3600 4485 1870 2530 2870 3095 3855 HTU28-2 (Min) 3% 3%e 7'/,. 3'h 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 17• HTU28-2 Max 7'h 33;. 7%s 3'h 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22F22 HTU210-2(Min) 37h 3%e 9%, 3'h 32.16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210-2 (Max) 1 9'/. 315. 9'h. 3'h 1 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 ANSI/TPI 1.2007. Simpson Strong -Ties Connector Selector's Software includes the carrying member. the evaluation of cross -grain tension in its hanger allowable loads. For additional 2. Minimum heel heights required for full table loads are based on a minimum 2112 phch. information. contact Simpson Strong -tie. 3. Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single allowed; reduce where other loads govern. 2x carrying members, use N10 (106014') nails into the header and reduce the 4. Wind (160) is a download rating. allowable download to 0.70 of the table value. The allowable uplift is 1009E of S. For hunger gaps between %' and 14' use the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limb allowable loads in accordance with the table load. 6. NAILS:16d - 0.162' dia. x 3'h' long, 10d - 0.148' dia. x 3' long, 10dx1'h 0.148' dia. x 1'R long. See page 22-23 for other nail sizes and Information. Alternate Installation Table for 20 and 2x6 Carrying Member Min. Minimum Fasteners DF/SP Allowable loads SPF/HF Allowable Loads CodeModel No. Heel Height Carrying 9 ind160) Rel. In. Member Member Member 160) . 100) 115) 125) 160) 60) 100) 115) 125) HTU26 (Min) 3% 2-20 10-16d 14-10dxl% 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26(Max) 5% 2-2x4 10-16d 20-10dx1'fi 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, L17, HTU28 (Max) 1 7'/. 2-2x6 20-16d 26-10dx1'h 1970 2940 3340 3600 ' 3905 1 1695 2530 2870 3095 3360 F22 HTU210 (Max) 1 9'/. 2-2x6 2D-16d 32-10dxl'h 2760 2940 3340 3600 3905 1 2375 2530 2870 3095 3360 1. See table above for dimensions and additional footnotes. 4. NAILS: 16d - 0.152' dia. x 3'h' long. ludxl % = 0.14F du. x 1 W long. 2. Maximum hanger gap for the alternate installation Is 14'. See page 22-23 for other nail sizes and Information. 3. Wind (160) Is a download rating. I ^-P/eled;Truss_Connecfors '• _ • • ' - `•.. • _. ..... These products am ava*Ye with additional corrosion profa don. Additional products onthispagemayalsoheand/labk WIM ft optlon, check with Simpson Slmnp-71e for details. 119 SIMPSON Sta'ongl e Pr These products am approved for installatfon with the Stroup-01im SDStructural -Connector screw. See page 27 for more information. Model Min. Dimensions Fasteners DF/SPAllowable Loads SPF/HF Allowable Loads NoHeel Ga Height W H B Carrying Carried Uplift' Floor Snow Rool Wlnd U IiIP Floor Snow Rool Code Member Member ( 160) (100) 115 (125) (160) 60) 100) 115) (125 Wind Ref. DOUBLE 2x SIZES LUS24-2 2% 18 3% 314 2 4-16d 2-16d 440 LUS26-2 800 910 985 1250 380 680 1 80 845 1070 04 183K • 4% 2 4-16d 4-16d 1165 HHUS26-2 43;. 1030 1180 1280 1625 1000 880 1010 1090 1070 17, F6, L17 14 344. Sit 3 14-16d 6.16d 1550 HGUS26-2 41i. 12 2785 3155 3405 4265. 1335 2390 2710 2925 3665 3% . 420.16d 8-16d 2155 LUS28-2 415. 4355 4875 523D 5575 1855 3750 4200 4500 4795 17. L17 F23 18 TA7 2 6.16d 4-16d 1165 HHUS28-2 694. 14 1315 1500 1625 2060 1 000 I 1125 1285 1390 1765 314. 7% 3 22-16d 8.16d 2000 4GUS28-2 6M, 4210 4770 5140 6440 1720 3615 4095 4415 5375 17, F6, L17 12 3% M 4 36-16d 12-16d 3235 LUS210-2 6%. 18 31f 7460 7460 7460 7460 2785 6415 6415 6415 6415 17 L17,F23 6415 6415F928-16d 6-16d 1745 HHUS210-2 8 G 14 314. 8%. 1830 2090 . 2265 2870 1500 1565 2455 I7, FI 3 3016d1016d4000HGUS210-2 BS4, 12 3% 5635 6380 6880 7165 3525 ... 5270 5380 5765 9%. 446-16d 16-16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7825 17 L77, F23 TRIPLE Zx SIZES HGUS26-3 40A, 12 4%, 5% 4 20.16d 8-16d 2155 HGUS28-3 6%, 4355 4875 5230 5575 1855 3750 4200 4500 4795 12 4' . 71. 4 36.16d 12-16d 3235 HGUS210.3 6% 12 4'14. 9'/. 7460 7460 1460 7460 2785 6415 6415 6415 6415 4 46- 16d 16-16d 4095 HGUS212 3 109'. 12 4'15. 10'1, 4 56-16d 2D-16d 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 5045 HGUS214- 3 12'K 12 4'1i. t2Y 4 6616d 22-16d 5515 9600 9600 9600 9600 4335 8255 8255 8255 8255 10100 10100 10100 10100 4745 8685 8685 1 8685 I 6685 QUADRUPLE 2x SIZES HGUS26-4 5% 12 6%- 51A. 4 20.16d 8-16d 2155 HGUS28-4 7Y. 4355 4875 5230 5575 185ii 3750 4200 4500 4795 12 6'14. 7i4. 4 36-16d 12.16d 3235 HGUS210 4 9'/. 12 1450 7460 7460 7460 2785 5415 6415 6415 6415 614. 914. 4 46.16d 16-16d 4095 HGUS212 4 101'. 12 6l4. 103i 9100- 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 4 56.16d 20-16d 5045 HGUS214-4 1211 12 6K. 12% 9600 9600 9600 9600 4335 8255 8255 8255 8255 4 66. 16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 LUS46 4if 18 3% 41: 2 4-16d 4-16d 1165 41 SIZES 1030 11B0 1280 HGUS46 4;. 12 3% 47A. 4 20.16d 8-16d 2155 1625 10D0 880 1010 1090 1385 17,F6,L17 4355 4875 5230 ' HHUS46 4M. 14 34L 534r 3 14-16d 6-16d 1550 5575 1155 3750 4200 45UU 4795 2790 3160 3410 4265 17, 1.17 F23 LUS48 4% 18 3f4. 6Y 2 6-16d 4-16d 1165 1335 2390 Z710 2925 3665 1500 1625 1315 HUS486' f 14 31i. 7 2 6-16d 6-16d 1550 2060 1000 1125 1285 1390 1765 1595 1815 1960 2470 i7.F6,L17 HHUS48 6% 14 3bi 7% 3 22-16d 8.16d 2000 1550 1365 MD1680 2115 4215 4770. 5150. 6440 HGUS48 63% 12 34i 7Y. 4 36-16d 12-16d 3235 1720 3615 4095 4415 5535 7460 7460 7460 7460 2785 17 L17,F23 LUS410 6% 18 334. 81: •2 8-16d 6-16d 1745 6415 6415 6415 6415 1830 2090' 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 33f 9 3 30-16d 10.16d 3745 5640 6385 6890 7165 17 F6,L17 3440 4835548059106165HGUS410B123% 9Y4 4 46 16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17 F23 HGUS412 10'rS. 12 3% 10% 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS414 11. 12A1214. 4 66 t6d 22 16d 5515 10100 10100 10100 17.L17 1. Uplift loads have been increased 60% for 10100 4745 8685 8685 8685 8685 wind or earthquake loading with no further ANSI/rPl 1-2007. Simpson Strong -Tree Connector Selector'- Software includes Increase allowed. FornormalloadingapplicationssuchascantileverconstructionrefertoSimpsonStrong -Tie' Connector Seleclor•software or conservatively divide the upliftload1.6. the evaluation of cross -grain tension in its hanger allowable loads. For additional information, Contact SimpsonStrong -Tie. 2. Wind (160) is a download rating. to S. Loadsshown are based on minimum of 2- 2x carrying member. With 3x ca 3. Minimum heel height shown is required to achieve full table loads. For less than members, use 16dx2%* nails into the header 16Commons Into the joist with no load reduction. WithsingleZxcarryingmembers, use IOdxl W nails into the header minimum heel height, see technical bulletin T-REDHEEL (seepage 232 for details). 10d 4. Truss chordcross -grain tension may limit allowable loads in accordance and commons Into the joist and reduce the load to 0.64 of the table value. wilh 6. NAILS: 16d - 0.162' dia. x 334' long. See page 22.23 for other nag saes and information. d 4 C 0 a a I 9 135 I SIMPSON LUS/MUS/HUS/HHUS/HGUS/HUSC Double ShearJoisf Hangers StrongTie EFAfO, This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower Installed cost, or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAX° coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified.. HUS hangers available with the header flanges turned in for 2-2x (31N) and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. These products am available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. These products are approved for installation with the Strong -Drive SD Structural -Connector screw. See page 27 for more infomution. Model No. Min. Heel Height Ga Dimensions Fasteners W I H B Carrying Member Carried Member SINGLE 2s SIZES LUS24 2% 1 18 1'A. 3%. 1% 4-10d 2-10d LUS26 4'/. 1% 4% 1% 4-10d 4-10d MUS26 411%. 18 1%. 51A. 2 6-10d 6-10d HUS26 4%. 16 1% 5% 3 14-16d 656d HGUS26 4%. 12 1% 5% 5 20-16d 8-16d LUS28 4%. 18 1 1Yo 6% 1% 6-10d 4-10d MUS28 UK. 18 1%6 61%, 2 8-10d 8-10d HUS28 61A 16 1% 7 3 22-16d 8-16d HGUS28 6%& 12 1% 734 5 3616d 2-16d 4_10-10dLUS2104Y. 18 1% 71%s 1% 8-10d HUS210 8%1 16 1% 9 3 3D 16d 1016d 1.See table on page 135 for allowable loads. 1'tor2x's lw for 4x>; c 0 Cw B LUS28 6 HHUS210-2 Truss Designer to provide fastener quantily for connecting multiple members together) HGUS28-2 f e: HUS210 HUS26, HUS28, and HHUS similar) I. y HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) Ih rlcuuGCu flea, nc,.Jh1 Double Double Shear Dome Double Shear Nailing Nailing Side Yew Shear J Side View (available on Nailing _ • Do not 'r some models) Top View bend tab U.S. Patent 5,603,580 DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model Uplift' 160) Floor 100) Snow 115) Rool 125) Wind 160) Uplift' 160) Floor 100) Snow 115) Root 125) Wind 150) Uplift' 160) Floor 100) Snow 115) Roof 125) Wind 160) Ref, SINGLE 2s SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17,F6,L17 MUS26 1090 1295 1480 1605 1825 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 2645 1335 1475 1690 1830 2275 17,F6,0T 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 3425 3815 Note: For dimensions and fastener information, see table above. See table footnotes on page 135, Eiigineeied Wood,.Sfrircturd/ Corirpos/fe Lumber Connectors ` ' :: .'•, FACE MOUNT HANGERS - STRUCTURAL COMPOSITE LUMBER These products are available With 8011onal corrosion protection. Additional products on this page may at- be avWbb/e with this option, cherh with Simpson Sfronp-rre for details. CODES: See page 13 for Code Reference Key Chart. E Actual Joist Site Model No. Ga Dimensions Min/ Max Fasteners Allowable Loads Code Ref. W H B Face Joist DF/SP Species Header SPF/HF Species Header Uplift 150) Floor 100) Snow 115) Root 125) Floor 100) Snow 115) Roof 125) 1%x5h HU1.81/5 14 1'%. 5% 214 Min 12-16d 4-10dxl% 610 1785 2015 2165 1540 1735 1865 19 L12 FS1'%. 5% 2% Max 16-166 6-10dxl% 915 2380 2685 2890 2050 2315 2490 I% x 7% HU7 14 1'%. 6'34. 2% Min 12-16d 4-10dxl34 610 1785 2015 2165 1540 1735 1865 19.F8,L121'%. 6'14. 214 Max 16-16d 8-1Ddxl% 1515 2380 2685 2890 2050 2315 2490 HUS1.81/10 16 1'%. 8% 3 30-16d 10.16d 3000 5135 5295 5400 4705 5105 5195 19. F23 1% x 9h HU9 14 1'A. 9%. 214 Min 18-16d 6-10dx1% 915 2680 3020 13250 2305 2605 2800 19,F8,L121Wo9%. 214 Max 24-16d 10-10dx1h 1895 3570 4030 4335 3075 3470 3735 HUC01.81/9-SDS 1'As 9 3 8-SDSY.`c1W 4-SDSY.k1Y: 1505 200D 2300 12500 1440 1655 1800 19, F23HUS1.81/10 16 1'%. 8%3 3016d 1016d 3000 5135 5295 5400 4705 5105 5195 1%x 11Y.-11% HU11 14 1'%. 11h. 214 Min 22-16d 6-10dxlh 915 3275 3695 3970 2820 318D 3425 19.L12,F81"s 11%.' 21A Max 30-16d 10-1001% 1895 4465 4705 14810 3845 4340 4600 HUC01.81/11-SDS 1'%. 11 3 10-SDS %'x1 %' 4-SDS Y.'x13:' 1505 2500 2875 3125 1800 2070 2250 19, F23 1 V. x 14 HUS1.81/10 16 1*4. 8% 3 30-16d 10-16d 3000 5135 5295 540D 4705 5105 5195 U14 1'%. 110% 2 14-16d 6-10dxl% 1110 2015 2285 2465 1735 1965 2120 19, F8, L12HU14 14 1 Wis 131h. 21h Min 28-16d 8-1061 h ' 1515 4165 4420 4505 3590 4050 4335 1'%. 131h. 2% Max 36-16d 14-10dxl% 2015 5055 5275 5420 4615 5000 5130 HUC01.81/11-SDS 1-)i. 11 3 10-SDS Y'x1'Y.' 4-SDS Y.'xl %' 1505 2500 2875 3125 1800 2070 2250 19. F23 3%x7% HU48/HUC48 14 394. 6'%. 214 Min 10-16d 4-10d 760 14901 1680 1805 1280 1445 1555 19 L17 F63%. 6% 1 2/4 Max 14-16d 6-10d 1135 2085 2350 12530 1795 2025 2180 HUS48 6% r 2 6-16d 6-16d 1550 1595 1815 1 1960 1365 1555 1680 19,F8,L12 HGUS46 12 3% 4%s 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19, F23 HHUS48 14 3% 7% 3 22-16d 8-16d 2000 421D 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 316x 9Y.-9% U410 16 3%. 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8, L12 HUS410 14 3% 81%. 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 HU410/HUC410 M 8% 2% Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%, 8% 21h Max 18-16d 10-10d 1895 2680 3020 13250 2305 2605 2800 HHUS410 3% 9 3 30-16d 1D-16d 3735 5635 6380 6880 4835 5480 5910 HUC041D-SDS 3%. 9 3 12-SDS Y.'x1'W 6-SDS Y.'x2*W 2510 4680 4955 4955 3370 3570 3570 19, F23HGUS48123% 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 111Y_11% U410 16 3%. 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19,F8,L12 HUS412 14 3%. 10% 2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 HU412/HUC412 3%' 10%. 214 Min 16.16d 6-10d 1135 2380 2685 2890 2050 2315 2490 3%s 10%. 2% Max 22-16d 10.10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 3D-16d 10.16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS 3%. 11 3 14-SDS %'x2h' 6-SDS Y.'x2h' 2510 5460 5560 5560 3930 4000 4000 19, F23 HGUS48 12 3% 71A. 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 914. 4 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 3% 1034.1 4 1- 56-16d 20-16d 5045 9600. 9600 9600 8255 8255 1 8255 3% x14 U414 16 3Yw 10 1 2 1- 16-16d 6-10d 1110 2305 2615 2820 1980 2245 1 2425 19, F8, L12HU416/HUC416 14 3%' 13% 1 21.4 Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 1 3110 3%. 13% 2h Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 3% 9%6 3 30.16d 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, F23HGUS4143% 12%s 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 3%. 11 3 14-SDS Y: x2W 6-SDS %)(2%' 2510 5460 5560 5560 3930 4000 4000 HU416/HUC416 14 L' 13% 2% Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19, F8, L123%. 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3h x 16 HGUS410 3% 9%4 4 46.16d 16-16d 4095 910D 9100 9100 7825 7825 7825 19, F23 HGUS412 12 3% 103% 4 56-16d 20.16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 3% 1231%. 4 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 1141 3%. 1 11 3 14-SDS Y: x2%' 6-SDS 1Wx2h' 2510 I 5460 5560 5560 3930 4000 4000 I. upim loads Dased on OF/5P lumber and have been Increased for wind or 4. MIN nailing quantity and load values -fill all round holes; earthquake loading with no further Increase allowed. Reduce where other loads MAX nailing quantity and load values ill 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 DF/SP Uplift Load for products requiring screws. performance and inslallallon value. 2. 10d common3 or 16d sinkers may be used instead of the specified 16d at 6. Allowable downloads are based on a joist bearing capacity of 750 psi. 0.84 of the table load value. 7. NAILS: 16d = 0.162' dia. x 3W long, 10d - 0.148' dia. x 3' long, 3. 16d sinkers may be used Instead of the specified 10d commons with no load reduction. 10dx1 h - 0.148' did x t W long. See page 22-23 for other nail sizes and information. 105 awti'Jois1 Hangers: - . <.:;."'•'; •'• •-.: ,;:;;_> •>::• ; . : r : ;-; ;, - .. y -. i'i''Y •. 'li.`l."_:/ -:''' iT-:.. i",'. .. „/il •r :'l ./-I::'_. Ali This product /s preferable to slmllar connector$ because ofra) easier Inatalladon, b) blgber loads, c) lower Installed cast, 1L/ or a combination of Mere testurei. 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 THAR/1.422 has a standardskewof45•. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof42trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAXOcoating; 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 withinfromtheedgeofthetopflangemembers. For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and Intotheheader. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation —Install all face nails according to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, the lowest 4 face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation —The THA 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemountinstallationandachievethefacemountinstallationloads. Install the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that theyPenetratethroughthecomerofthejoistintotheheader. Uplift —Lowest face nails must be filled to achieve uplift loads. OPTIONS: • THA hangers available with the header flanges turned in for 3% except THA413) and larger, with no load reduction - order THAC hanger. CODES: See page 13 for Code Reference Key Chart a Double Double Shear Shear Nailing Side View Nailing Do not bend tab Top View unless otherwise noted o s THA418 Athchment of naller per Designer„ QDome Double Shear Nailing Side Yew available on some models) U.S. Parent5,603,580 0 214 i e N r. c i v d W $. OrTHA29 Straighten the double shear nailing tabs and WW na16 straight Imo the joist Typical THA Top Flange Installation on a Nailer except THA29) J 7hese products are alallable wiM additional corrosion Drotedion. Adddlmul nn durrr ww roir THAC422 St!rong-TVie Typical THA Top Flange Installation Typical THA29' Face Mount Installation t t, f U""/THAR/L422 Minimum Dimensions Fasteners' my—, a,q Warr 01r"PWn OaDng•rre iordetalls. Carried Model Ga Min. Top Min. Header DF/SP Allowable Loader SPF HF Allowable Loads Member No H C tang Depth Membei Member Uplilt Floor Snow Roof U lilt' Floor Snow RoolD Code To Face Strai bt Slant TAn e, wane ,un. 160) (100) (115) (125) flip) (100) (115) (125) Rel. 2x4 THA29 18 1%G 9"/n 5'b 2rRs — 4-10d r r nnbe InorALLA ON 4-10d 4-10d2x6THA2131813i1335. 534 1'h — 4-10d 2 10d 4-10dxl1h 560 2260 2310 2350 480 1740 1785 1815 2x6 1HA218 18 114 17ii. 57A 2 — 4-10d 2-lOd 4-10dx1'h — 1615 1615 1615 1615 1615 1280 1280 1280 2 2x10 THA218-2 2 — 4-16d 2-16d 6-10d 1615 1280 1280 1280 2 2x10 THA222-2 16 3K 22'Y. 8 2 — 4-16d 2-16d 6-10d — 2245 2245 2245 2245 2245 2245 1935 1935 193 5 18,F7, 4x6 THA413 18 3%G 13%5. 454 1'fi — 4-10d 210d 4-10d 1935 1935 1935 L15 4x10 THA418 16 16 3%G 3%G 17'/r 142 7% 7%. 2 — 4-16d 4-161(1 216d 2-16d 6lOd — 6-10d 1615 2245 1615 2245 1615 2245 1280 1935 1280 1935 128 02 19354x10THA422 4x10 THA426 14 3" 26 7% 2 — 4-16d 4-16d 6-16d 2245 2245 2245 1935 1935 1935 4x10 THAR/L42 16 33G 22%S 8 2%4 — 4-10d 10d 1-10d 210dx1K 2095 F23 4x10 2 4x10 THAR/L42 THA422-2 16 14 3%G 7'/. 221f, 22'%. 8 2'h — 4-lOd 8-10d 1-10d 2 lOdxi'r4 1090' 310 1675 1090' 1675 1090 1675 915' 260 1405 9155 1401 915' 1405 18, F7, L15 2 4xl0 THA426-2 14 T/. 2634 9%. 9%: 2 — 2 — 4-16d 4-16d 4-16d 4-16d 6-16d 6-16d 3330 3330 3330 2865 2865 2865 3330 3330 3330 2865 2865 2865 170 2x4 rAuc muunl InbIALLAIIUN 2x6' THA213 18 13G 13%;. 5'r4 — 13%5. 14-10d 4-10d 560 211 2310 2350 480 1740 1785 1815 2x6 THA218 18 1%S 1735. 5%S — 17'K. 18-10d 4-10d 1170 1795 1840 18701 760 1385 1425 1450 2 2x10 THA218-2 16 3'ri 17+'/,. 8 14'/n 22-16d 4-10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA13 22%4• 8 6-16d 6-16d 1855 1855 3695 3695 3695 3695 3695 3695 1595 1595 3185 3185 3185 3185 3185 3185 18, F7' L15 14'/n — 2216d xTHA413 4618 3ii 13'As 4'fi — 133i — 14-10d 4x10THA418163%G 17'rS 7K — 14Ye 22-16d 4- 10d 1170 1940 2235 12400 780 1660 1910 2075 4x10 THA422 16 3%i 22 7rb — 141,. 22-16d 6- i614 1855 3695 3695 3695 1595 3185 3185 3165 4x10 THA426 14 3% 26 7r/1 — 16%. 6- 1611 1855 3695 3695 3695 1595 3185 3185 3185 2 010 THA422 2 14 71/. 22"R. 9%: — 1634. 30- 16d 3016d 6- 16d 1855 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 THA426-2 14 71Z. 26'r4. 91: — 18 6- 16d 6- 16d 1855 1855 5160 5520 5520 5520 5520 5520 1595 1595 4440 4440 4745 4745 4745 4745 170 38-16d — 1 1R.,1 6.1— .._ y,• w .w —M.M.a di V.OJ 01 ferule IOae. 2. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 3. Roof loads are 125% of floor loads unless limited by other criteria 4. THARIL422 with 4-10d top nails and 2.10d ace nails: When the hanger height is between 9' to 12', the allowable download is 1440 Ibs, for DFL and 1210 His. for SPF. No further increase allowed. 5. For top Range Installation on a nailer (see detail above), install joist nails straight by bending thedoublesheartabs. 6. For single 2x and 3x milers, the following THA hangers can be installed using IDdxl %' top nails and2-16d face nails with reduced allowable loads as noted: THA418nM422:1415 lbs. for DFL. 1215Ibs. for SPF; THA426: 2245 lbs. for DR-L1930 Ibs. for SPF. 7. Min. Top Range refers to the minimum length of strap that must be field -formed over the header. 8. NAILS: 16d = 0.162' dla x 3'h' Iona, 16dx2% = 0.167 dia. x 2'W Iong, 1 Od = 0.148' dia. x 3' long, 10dxl % a 0.148• dia x 1 W long. See page 22-23 for other nail sizes and Information. 89 i VALLEY FRAMING & BRACING'DETAIL Lumber Size and Grade Minumum Requirements 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 eases that this is impractical, overlap sheathing a minimum or S', and nail upwards through sheathing into purlin with a minimum of gad (0.131"xLS") common wire nails. Effects of not providing sheathing below a valley set must bi evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between hoots) 40'-0" of less Maximum valley height: 14%0" Maximum mean roof height: 30 foot ASCE 7-05,140 mph, Enclosed, Cat It, Exp 8,1=1.0, Kit=1.0 Of A Maximum of ASCII 7.10.190 mph, Enclosed, Exp 0, Ktt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'.0" for 30 psf (TL) and 20 psf (TO) Max. s the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. TYpI Innection Requirement Notes 2x6 rafters to ridge 4.16d toe -nails Cripple to ridge 416d toe -nails Cripple to raker 416d toe -nails 1•1516d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two Zx6 sleepers 4 16d toe -nails Sleeper to truss 416d toe-nalls Two Zx6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 316d toe•nalls Truss to blocking 4164 toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purin 316d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES" _." - - NO Cold(0.16m0.5-)C to 416dtoe•nails NOTE: 16d (0.162'x3.5'COMMON NAILS DN continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0' long nailed wf 2 •10d (0.146"W) nails• Or 20 -17' or scab reinforcement nailed to Rat edge of cripple with 10d j0.12Sx3.0") nails at 6" o.c. "r, or scab must be 90% of cripple longtltCripplesover10'-0 long requm two CLR's or both (aces wf -r of scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can race ridge or raker, as long as the proper number of nails am Installed into ridge board Install blocking under rafter It sleepers are not used. 4nstall blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS requirements. Nails are common wire balls unless noted otherwise, ' I_rrr_ 0 A) U) vfremaa. auo .>m rTtuw .0 carts a Ties t V00 rwrt rteasr its taav4e m "LL mnaaroes oaumba: ne DWALME : No. 70861 ; TC LL 20 30 40 54 REF VALLEY FRAMING Trvsses rpJ-r rrerwv cw In f brlr.the, rwb-o a r,y b,rt.er,a .ro bin aMrx W • 4 ta, f.rr•. t>.. r.e.et .sebr, d arxl a,e,e rethic rat s.f.ty Mle. Uw% by Tat .rrd ?ieu f0 j' iWrr. er.CtlC.r G'f.r es*•0 u,." fwcocinf. tt. rrfafrr owe Gro"rrr tfrb.r.ry bncsp Oat: 1 •• TC UL 10 20 7 7 DATE 10/01 /t4 W.sr Mr g otnr.ws•, top cao,-• rP.a rNw Frwr,ty .tUcPwd eer.,te•-.r ewe 11,611 f... a, 004 r .eteow t•e.eero o o.w fo- •.rr.nr,rt wt.w we-.tieyr rhea h.•r d.ero best.tutd •rr > p, a7 -eta, .• .Cetkrbtr. *,Wy pl.ur W -V f. J STATE OF BC :DL 0 0 0 0 ORWG VACNV1801015 2 is d tress . W F•rruo" u d— .b••c . d •n v..eat e.t.a.. w... n•t.. •Mrr.14•. . •i Rfrrr W i'{rY1er t{4Mt Io- st.ne.rV rl.0 Forra.n4 Q tic LL o 0 0 0 AN ffWG7MIMisY MPv, . ANdr of IrV c&V u Inflap c. rot b. rrrspwtl• ef ervY0.e tns s•••w, .nr frsw 10 to w. V, in CO 1W rcc uv, wrsvm L W rx new e nro• sv.0s b.ora,p of tr,aws. QR QP.• Y•,••••• f o TO' r. LD 30 50 47 61 A r•.1 rr Mb,bsrrp o— t:e••r pep throve Mar ri.p yraa4s 7 d PoresOnW Ij. w, p•rw•e reapot Yry s/.ly co- Mr deti7n teen TM wl..Iiry .M rr d eb Mrny 77 1 r `` DUN. F 1 eat.rers,a ry . r,Y ..... k W ....any d tl a,..a a.a,.. p.. «.t.t t :. N l Ac. 1.25/t.15 t Ea,.- Cp. uC MS rw .vim W_uo se. trb cab^. ei—al —Irr a g..m "_ •rb on— i, ae? .•..r•m tvs IF[, rr•.tp.stery slcr ....r „re-y e, = .•..m.rea,.e SPACING SEE ABOVE ALPINE JIMMOM" CN#_ 1—f #f., vss. nnv nroar vrr. ustomer. Carpenter Contractors of America Job Number. N330121 Wescription: TEENBLDR ,9A6/9A7 ,219MAR19TA/219SE ,01/ ,R/01 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 FOR if one exists for the building: Name: I License #: Address: Job Engineering Criteria: Design Code: FBC 2014 RES City, State, Zip: State: View Version: 16.01.00.0420.20 JRef #: 1 W6189750068 Wind Standard: ASCE 7-10 Wind Speed (mph): 150 I Roof load (pso: 20.00-17.00- 0.00- Floor Load (psQ: None 10.00 This package contains a job notes page, 70 truss drawings and 2 details. Item Seal # Truss 1 339.17.1430.32063 Al 3 339.17.1430.33793 A3 5 339.17.1430.38883 MA 7 339.17.1430.41330 A6G 9 339.17.1430.43040 B2 11 339.17.1430.46363 B4G 13 339.17,1430.49947 FG 1 15 339.17.1430.51847 C1T 17 339.17,1430,53633 C3GT 19 339.17.1430.57120 E2GE 21 339.17.1431.01080 FIG 23 339.17.1431.03390 M2G 25 339.17.1431.06140 VH2 27 339.17.1431.09270 MV3 29 339.17.1431.10857 MV1 31 339.17.1431.12203 CJ5 33 339.17.1431.13943 CJ1 35 339.17.1431.32470 EJ7A Item Seal # 2 339.17.1430.32923 4 339.17.1430.34620 6 339.17.1430.40247 8 339.17.1430.42140 10 339.17.1430.45010 12 339.17.1430.48463 14 339.17.1430.50990 16 339.17.1430.52710 18 339.17.1430.56220 20 339.17.1430.59773 22 339.17.1431.02343 24 339.17.1431.04503 26 339.17.1431.08563 28 339.17.1431.09937 30 339.17.1403.38748 32 339.17.1431.13130 34 339,17.1431.14680 36 339.17.1431.33493 i* i r • o= ATE 0: Q a 9 '•. , <,pp. oak, Dig '••. OR .. NALMUM100 This document has been electronically signed and sealed using a Digital Signature. printed copies without an original signature must be 12/05/2017 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 12/5/2017 2.57:15 PM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com Site Information: Customer. Carpenter Contractors of America Job Number: N330121 JobDescription: TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/01 Address: City, State, Zip: Item Seal # Truss 37 339.17.1403.39976 EJ2 39 339.17.1431.37837 CJSB 41 339.17.1431.39917 CJ313 43 339.17.1431.41457 CJ1 B 45 339.17.1431.53790 HJSB 47 339.17.1431.55450 ERT 49 339.17.1431.57070 CJ3T 51 339.17.1432.05293 FT1 53 339.17.1432.34860 FT2 55 339.17.1432.36770 FT4 57 339.17.1432.39367 FT5 59 339.17.1432.41597 FT7GE 61 339.17.1432.43620 FT9 63 339.17.1432.45437 FT11 65 339.17.1432.47357 FT12 67 339.17.1432.48890 FT13A 69 339.17.1432.50673 FT15 Item Seal # Truss 38 339.17.1431.34907 CJSA 40 339.17.1431.39047 CJ3A 42 339.17.1431.40613 CJ1A 44 339.17.1431.52887 HRA 46 339.17.1431.54617 HJ2 48 339.17.1431.56147 CJST 50 339.17.1432.02717 HRT 52 339.17.1432.31893 FT2G 54 339,17.1432.35830 FT3 56 339.17.1432.38460 FT4GE 58 339.17.1432.40287 FT6 60 339.17.1432.42610 FT8 62 339.17.1432.44603 FT10 64 339.17.1432.46437 FT11A 66 339.17.1432.48150 FT13 68 339.17.1432.49713 FT13B 70 339.17.1432.53113 FT14 J o :• AT ; a• 6s-70NAL E This document has been electronically signed and sealed using a Digital Signature. Printed copies vrithout an original signature must be 12/05/2017 verirled using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 12/5/2017 2:57:15 PM Job Number. N330121 I Ply: 1 I SEON. 15450 / T35 COMNI Cust: R8975 JRef: 1W6189750068TEENBLDR .9A6/9A? .21gMA2lgTA/219SE ,01/ ,R/01 Oly: 2 FROM: ALS DrwNo: 339.17.1430 32063 Truss Label: Al KM / DF 12/052017 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " T70-14 T70-14 IF271-2 rl' 2 rl"2 114XD6 W 30' T7o' 14 1' 10' 1 o' 19 1' 10' 20' 30' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 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 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 T3 20 SP #2 N: Bot chord 2x4 SP #1 :82 2x4 SP 2400f-2.OE: Webs 2x4 SP #3 .W2, W3 20 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "13B" 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. IMPORTANT— FURNISH TH any Snow Criteria (Pg,Pt in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.115 H 999 360 Lu: NA Cs: NA VERT( L): 0.330 H 999 240 Snow Duration: NA HORZ(LL): 0.046 H - HORZ( fL): 0.131 H Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.895 TPI Std: 2007 Max BC CSI: 0.835 Rep Factors Used: Yes Max Web CSI: 0.653 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Via, 16.01.00E.0420.20 C a , o't• YATE OF Q 9 • < v 0 27s°''%S/ONAI. 12/ 052017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1641 / 704 / 1025 / - / 287 / 4.0 F 1641 / 704 / 1025 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 F Min Brg Width Req = 1.9 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens. Comp B - C 1106 - 26M D - E 1122 - 2398 C - D 1123 - 2397 E - F 1108 - 2687 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2275 - 846 H - F 2276 - 845 I - H 1567 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - 1 398 - 508 D - H 876 -407 I - D 874 -408 H - E 398 -508 ALL CONTRACTORS INCLUDING THE INSTALLERS ingtalling and bracing. , Refer to and follow the latest edition of PCSI (Buildin fatticespriortoperformingthesefunctions. Installers shall provide terilporarl 9 e prouerN attached structural shgatl}ing and bottom chord Shall hav a pro2erly restraint6fwebsshallhavbracinapnst811edprSCSIsections03, 87 or Bt o as shown above and on the Joinfdetalls, unless noted otherwise. Refer to It not be re, ponsi le for any deviation from this drawing ap failure to build the 1q, Instpllabon and bracing oo1 irussgsA teal on this drawrXg or cover page 1engrnegriny e{ponsibility so ely_ oQtL&0gs„ gn shown. The suitability ALPINE NEW TYC11Wlf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15452 / T39 COMN Cusl: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty. 2 FROM ALS DrwNo. 339.17.1430 32923 Truss Label: A2 KM / DF 12105/20176'7" 13' 17' 23' 5' 30' 6'7' 6'S' 4' 6'S" 67" e4X6 e5X5 D E 30' 1' 10' 10' 10' + 20' 30 Loading Criteria ( ps0 TCLL: 20, 00 TCDL: 17. 00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0. 00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Sid: 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/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 20 SP #2 N Bot chord 20 SP #1 : B2 20 SP 24001-2.OE: Webs 20 SP #3 :W3 20 SP #2 N: Lt Wedge 20 SP S3.. Rt Wedge 20 SP p3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 N3SRB 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 0.1280" 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. Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/ RT:20(0)/10( 0) Plate Type(s): WAVE IMPORTANT" FURNISH THIS DRAWING TO ALL of J Defl/CSI Criteria PP Deflection in Ioc Udell L/fl VERT(LL). 0.130 J 999 360 VERT(TL): 0.376 J 953 240 HORZ(LL):0.054 1 - HORZ(TL). 0.156 1 Creep Factor: 1.5 Max TC CSI: 0.877 Max BC CSI 0.837 Max Web CSI. 0.260 VIEW Ver. 16.01.00E. 0420.20 s ATE i ••••:c" ORVOP' r°e a ao 278 y''SONAItwtl' ea* wuraw 12/ 05/2017 S ON THIS DRAWINGI tACTORS INCLUDING THE INSTALLERS ind bracing. Refer to and follow the latest edi Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W B 1638 / 433 / 1030/ - 1254 / 4.0 G 1625 / 433 / 1030/ - /- / 4. 0 Wind reactions based on MWFRS B Min Brg 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 37517 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1035 - 2741 E - F 958 - 2343 C - D 967 - 2372 F - G 1034 - 2712 D - E 872 -1725 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 2340 - 791 I - G 2315 - 819 J-1 1738 -495 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. Webs Tens Comp. C - J 301 -459 E - I 653 - 252 J - D 683 - 222 I - F 301 - 460 failure to buildgthe or 4The suibility ALPINE N111W p]4W1ft 2400 Lake Orange Dr. Suite 15O Orlando FL. 32837 Job Number. N330121 Ply 1 SEON. 15682 / T40 COMN Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oly: 2 FROM: ALS DrwNo. 339 17 1430 33793 Truss Label: A3 KM / DF 12/05/2017 6'2"8 6'2"8 1' IV 10, Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std, ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld. 47.00DDesd. EXP, C Mean Height. 23.19 fl 00 TCDL. 4 2 psi Soffit: 000 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " CSC Dist a: 3.00 R Loc. from endwall: not in 9.00 It GCpr 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N 'T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 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 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psi 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 11' t 19, 23'9"8 4'9"8 8' + 4'9"8 5DX5 T2 = 5E5 30' 10, 20' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg• NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.120 1 999 360 Lu: NA Cs: NA VERT(TL): 0.354 1 999 240 Snow Duration. NA HORZ(LL): 0 053 1 - HORZ(rL): 0 157 1 Code / Mist; Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.870 TPI Sld: 2007 Max BC CSI 0.842 Rep Factors Used Yes Max Web CSI: 0.195 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 1 i • ATE 0: Q OR a0 278% s OWAL 12/05/2017 30' 10, Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1599 / 437 / 1029/ - / 220 / 4.0 G 1621 /437 /1029/- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 19 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 1053 - 2530 E - F 982 - 2346 C - D 978 - 2284 F - G 1052 - 2684 D-E 930-1914 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 2239 - 807 I - G 2286 - 834 J - 1 1949 - 633 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. J-D 510 -148 E-1 512 -143 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qQuire extreme rare in fagl6 tin, handtin gshi pin ingtalling.and bracing Refer to and follow the latest edition of BCSI (Building iTSafetyInformation, byY PI an SBCA) rb) safety ripprior to perfo Ming these functions. Installers shall provide temporary r BGSI . Unless no otherwtse,top chord shall have projerN attache structural sheathing and bottom chord *hall hav a Oroperly idceiina. Locations shown for permanent lateral restr int f webs s al have braung installed p r SCSI sections $3, 7 or 810, e. Ap' pIat ,s to each face of truss and position as shown above and on the aoingDetails, unless noted otherwise. Refer to 6OA- Z for standard plate positions. a division of 1 NI 1, or for n acceptance any structure information failure to build the 1 or cover pa e n. The sut billty AL IP NEW rrWCDW WAY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15458 / T33 COMN Cust: R8975 JRef: 1W6189750068 TEENBLDR .9A6/9A7 ,219MA/219TA/219SE .01/ ,R/Ot Oty: 1 FROM: ALS DrwNo: 339.17.1430.34620 Truss Label: A4 KM / DF 12/05/2017 5'11"10 9' 15' 21' 24'0"6 30' 5'11"10 3'0"6 6' 6' 30"6 5111"10 S 4X6 = 4X4 M 4X6 D E F 30' 10' + 10, + 10, 1' 10, 20' 30' Loading Criteria (psi) Wind Criteria TCLL: 20,00 Wind Std. ASCE 7-10 TCDL: 17.0D Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 47.00 Mean Height: 22.69 R NCBCLL. 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Sot chord 2x4 SP #1 Webs 2x4 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 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT-20(0)/10(0) Plate Type(s): WAVE IMPORTANT" FURNISH THIS DRAWING TTOgALLrequireextremecareinfa¢lriPlaano SgCAjf) shipping, hippiprednnenSateInformation, by per BCSI., Unless noted otherwise top chord shall have pro a raid ceilin . Locations shown for permanent lateral restsicabte. Ap gy plates to ach face of truss and position as Is 160A-Z fgr standard pate positions. a division of ITW BUtrildt1 ,4c FComponsnts GrOy In% shall notconformancewithANSI/TP1 1, or for hand11 c shipping, in this drawin indicates acceptance 0f proTessionaf en ie of this rawing for any structure is me responsibilit informabon see this job's general notes page and these web sites' ALPIN Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.124 E 999 360 VERT(TL): 0.387 E 925 240 HORZ(LL): 0.048 J - - HORZ(TL): 0.151 J Creep Factor. 1.5 Max TC CSI: 0.783 Max BC CSI: 0.860 Max Web CSI: 0.341 VIEW Ver. 16.01.00E.0420.20 ATE OR , * 41 k, a 0 278 NA Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 440 / 1022 / - / 187 14.0 H 1548 / 440 / 1022 / - /. / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1079 - 2522 E - F 989 - 2053 C - D 998 - 2198 F - G 997 - 2198 D - E 99D - 2053 G - H 1078 - 2522 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2146 - 831 J - H 2146 - 859 K - J 2322 - 972 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 629 - 253 J - F 629 - 253 12/05/2017 N THIS DRAWINGI FORS INCLUDING THE INSTALLERS Iracino. Refer to and follow the latest edition of ALPINE N1 mY h 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15657 / T34 COMN Cusl: R8975 JRet: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot oy: 1 FROM: ALS DrwNo• 339.17.1430.38883 Truss Label: A4A KM / DF 12/05/2017 5'8"12 11' 13' 21' 25'S" 30' 5'8'12 4 2' 8. 4'5" 4'7" e 4X4 D 317 I 0n 1 1'_i 5'7" 515" Z3"B T8"8 7i5'T + 11' + 13'3"8+ 21' 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 17,00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit, 0.00 Load Duration: 125 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.19 R TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 R 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 20 SP 02 N :T3 2x4 SP #1: Bot chord 2x4 SP #1 :B2 20 SP #2 N: Webs 2x4 SP #3 :W6 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 20 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. N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code, FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Uden L/# VERT(LL): 0.137 E 999 360 VERT(TL): 0.429 E 835 240 HORZ(LL)- 0.052 J - HORZ(TL): 0.163 J Creep Factor. 1.5 Max TC CSI: 0.939 Max BC CSI- 0.978 Max Web CSI. 0.698 VIEW Ver. 16.01.00E.0420.20 o VATE OFa • <v. a',O/c ••'cC OR P•C'' 0 278 0NAL 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 343 / 1022 / - / 220 / 4.0 H 1548 /344 /1019/- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1092 - 2554 E - F 1142 - 2313 C - D 995 - 2095 F - G 1038 - 2285 D - E 1050 - 2D61 G - H 1117 - 2559 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - M 2183 - 831 K - J 2001 - 755 M - L 2182 - 832 J - H 2187 - 906 L - K 2318 - 878 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - L 246 - 453 L - E 700 -1361 D - L 1565 -770 F - J 384 -65 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9l rre extreme Care in fapricating, handling, shin mg, rn tallin and brawn Refer to and f Ilow the la est edition of SCSI (BuildinComponent5feyInformation, by_ TPIIan SBCA) floc safeply practices prior to performing these funcbons. Installers shall Drovrde terilporaer y bracing der BSI., Unl ss no otherwise; p chord shall" dive property attached structural sheg mgand f sLd Sons hav a DtoB1rl0Yattache0r' id ceibnaq orations shown fora ermanent tat cal rests nt 6f webs shall have bra in ins Iled r cr as applica e. App7V at s to each face, o truss and position as shown above and on ten Details, un ess note otherwise Refer to drawings 160A-Z fpr s n ard plate positions. shall any his drawr at1y failure to build theonthin.ap a or cover pageLeQes. n Iho Qn. The suitability ALPINE Hmvmuwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15700 / T14 COMN Cust' R8975 JRef: 1W6189750068 TEE NBLDR ,9A6/9A7 ,219MA1219TA1219SE ,01/ ,R/Ot Oty. 1 FROM: ALS DrwNo: 339 17.1430 40247 Truss Label: A5G KM / OF 12/05/2017 12 11' 15' 21'9"2 23' 30' 5'8 12 6'9 2 1.2" 4 T 1114X6D 8X8 T2 a 4X10 12 E F SS0 146a4X4 I° C o tN9iD VV3 (a) a fD e6X8(C3) v B H A I 1 e5x8(83) 102X4 =6X12 eHO710 B2 J a5x5(C3) 1114 N5x5 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 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: 23.19 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 11' 7'3"8 1' 16' 21'9"2 27 "8 30 Snow Criteria (P9,PI 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 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS, 18SS Deff/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.250 L 999 360 VERT(rL): 0.767 L 465 240 HORZ(LL): 0.074 J - HORZ(rL): 0.227 J Creep Factor. 1.5 Max TC CSI: 0.901 Max BC CSI: 0.882 Max Web CSI: 0.909 VIEW Ver. 16.01.00E.0420.20 Lumber Bearing Block(s) Value Set: 13B (Effective 6/1/2013) Brg blocks:0 128"x3" nails Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: brg x-loc #blocks length/blk #nails/blk wall plate Bot chord 2x4 SP 24001-2.OE 'B2 2x6 SP SS: 2 29.667' 1 12" 5 Rigid Surface Webs 2x4 SP #3 :W3, W9 2x4 SP #2 N: Brg block to be same size and species as chord. Lt Wedge 20 SP #3 .Rt Wedge 2x4 SP #3: Refer to drawing CNNAILSP1014 for more information. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113'k2.5",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 pit at 31.00 BC: From 20 pit at 0.00 to 20 pit at 30.00 TC: 106 lb Conc. Load at 22.94 TC: 460 lb Conc. Load at 22.97 BC: 2144 lb Conc. Load at 22.06 BC: 560 lb Conc. Load at 22.97 Wind Wind loads based on MWFRS. pa• J0. VATE OF 0 278 S'/ONAL E,I 12/05/2017 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 2367 / 962 / 1015/ - / 221 / 4.0 H 4000 / 1544 / 1013 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 H Min Brg Width Req = - Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1671 -4186 E - F 2451 - 6429 C - D 1519 - 3843 F - G 2556 - 6834 D - E 1504 - 3822 G - H 2876 - 7552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - N 3621 -1425 L - K 7209 - 2705 N - M 36M -1428 K - J 7209 - 2705 M - L 6260 - 2418 J - H 6623 - 2492 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - M 2963 -1062 F - K 1562 - 470 M - E 1524 - 3963 F - J 603 -1510 E - L 647 -123 J - G 2604 - 768 L - F 484 - 927 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ppire extreme care in_INcatin , h ndling, shippin , in%alling,and bracing.. Refer to and follow the lasest edition of 13CSI (BuildingSafetyInformation, by TPI an S CA) t8r safely radlces pnor to peAormmg these functions. Instal ers shall Drowde terhporarY r BCSI., Unless noted o erwise,top chord shall have properly attached structural shgathing and bottom SNord shall hav a properaidceillnaLocationsshownforermanentlateralrestraintbfwbsshallhavebraun9nstalledoerBG51sections 3, 7 or B10y fie. Ap p7y uhates to each face, o truss and position as shown aye and on the Jomfdetatls, unless noted othervvlse. Refer to 60A-Z fgr standard plate positions. of rl 1-1 1, or for n acceptance any sructure failure to buildthe nor The suitability A IPL NEM RW[ThPMff 2400 Lake Orange Or Suite 150 Orlando FL, 32837 more Job Number. N330121 Ply: 1 SEON. 15909 / T4 COMN Cust, R8975 JRel: 1W6189750068 TEE NBLDR ,9A6/9A7 ,2l9MA/2l9TA/219SE .01/ ,R/Ol Oty: 1 FROM: ALS DrwNo: 339.17 1430.41330 Truss Label: A6G KM / DF 12105/2017 7' 12'3"1 171" 15 23' 30' 65"13 e C8 =6XD6 T2 4E6 vSSOF12 12 6 c (a) ( a) 4X6( C3 m6X6(C8) BC e 4X4( C3) __ 6X6 a H0710 =- SS0712 = 5X5(C3) 30' 1' 7'3"8 7' 8" 8 7'10"4 T1"12 1' 7'3"8 15' 22'10" 4 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47. 00 NCBCLL: 10. 00 Soft: 0.00 Load Duration: 1. 25 Spacing: 24. 0 " Wind Criteria Wind Sid: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.19 n 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 0 GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B (Effective 6/ 1/ 2013) Top Chord 20 SP 24001-2. OE :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 20 SP #3 Lt Wedge 20 SP #3::Rt Wedge 20 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 naits(0.1IWx2 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 plf at 31.00 SC: From 20 pit at 0. 00 to 20 plf at 30.00 TC. 250 lb Conc. Load at 16.94,18.94,20.94 TC: 106 lb Conc. Load at 22.94 TC 460 lb Conc. Load at 22.97 BC: 1236 lb Conc. Load at 15.06 BC: 136 lb Conc. Load at 16.94.18.94.20.94 SC: 560 lb Conc. Load at 22.97 IMPORTANT" FURNISH THIS Snow Criteria (Pg, Pr 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 2014 RES TPI SW: 2007 Rep Factors Used: Yes FT/RT• 20(0)/10(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc Uden L/# VERT(LL): 0.238 J 999 360 VERT( L): 0.733 J 486 240 HORZ(LL): 0.073 1 - HORZ( TL): 0.224 1 Creep Factor. 1.5 Max TC CSI: 0.816 Max BC CSI: 0.888 Max Web CSI: 0.812 VIEW Ver. 16.01.00E.0420. 20 Wind Wind loads based on MWFRS. Bearing Block(s) Brg blocks:0. 128"x3" nails brg x-loc #blocks length/blk # nails/blk wall plate 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. ATE • 9pc •...' OR,pP.••`c. ao 278 y' /ONAL -110 12/ 05/2017 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL / W B 2849 / 1137 / 1009/ - / 153 / 4. 0 G 3765 / 1501 / 1009/ - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 3. 4 G Min Brg Width Req = - 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 2061 - 5249 E - F 2506 - 6504 C - D 1823 - 4739 F - G 2831 - 7208 D - E 3159 - 8432 Maximum Sot Chord Forces Per Ply ( Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 4588 -1775 J -1 8265 - 3201 K - J 7320 - 2811 I - G 6336 - 2463 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 1857 - 585 E - I 858 - 2174 K - D 1218 - 3182 I - F 2041 - 520 D - J 1828 - 573 failure to buildthe n r Ffhe suf Q bility ALPINE any NlIIW MHY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON. 15676 / T41 COMN Cusl: R8975 JR91. 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TAM9SE .Ot/ ,R/01 Oty: 4 FROM: JJP DrwNo: 339.17.1430.42140 Truss Label: Bt KM / OF 12105/2017 57' + t t' + 16' S" + 22' 57" 57' Loading Criteria ( psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber fl 4X4 D 22' 8' 8' tT t tr t4' 22, Wind Criteria Wind Sid: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.19 It TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h/ 2 to h C&C Dist a: 3.00 it Lot from endwall: not in 9.00 R GCpi: 0.18 Wind Duration. 1.60 Value Set: 13B (Effective 6/112013) Top chord 20 SP # 2 N Bot chord 20 SP # 2 N Webs 20 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,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 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/ 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0 062 H 999 360 VERT(fL): 0196 H 999 240 HORZ(LL): 0 027 G - - HORZ(TL): 0.086 G Creep Factor. 1.5 Max TC CSI: 0. 550 Max BC CSI: 0. 697 Max Web CSI: 0. 178 VIEW Ver. 16.01. 00E.0420.20 o MATE OF 4f I'• 6 1Nss/oNAL E 12/ 05/2017 Maximum Reactions fibs) Loc R /U /Rw / Rh /RL /W B 1158 1325 / 777 / - 1206 14.0 F 1076 / 295 / 693 / - / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F 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 700 -1768 D - E 698 -1501 C - D 670 -1495 E - F 731 -1776 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1489 - 555 G - F 1499 - 559 H - G 1041 - 304 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - D 463 - 202 G - E 249 -376 D-G 468 -211 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T7russes reqquire extreme care in la risatin h ndlin shipping ingtalling and bracing. ,Refer to and fgllow the latest editi n of SCSI (Buildin Comyon brawn en[ Safety Information, by TPI an S CA) f i salary practices prior to peAormmg these iuncttons. Installers shall Drovide tempura per SCSI .Unless noted olhervvise,top chord shall have pro , rN attached structural sheathing and bo t2rR chord shall hav a pro e attach G rigid ceilm . Locabons shown for ermanent latgral resir mt bf w bs shall hav brawn nslalled er BCSI sections 3, 7 or 1 , as app cabte. Appp Dplat s to each face o truss and position as shown ave and on tfte Jomti9 tads, unless noted otherws e. Refer to drawings 160A-Z lOrYstan ard plate positions. Aloine. a division of ITW Buildina ComDonenls GrouD Inc shall not be responsible for any deviation_ from this drawing,any failure to build the I or.. dine su Atility ALPINE mmvcoMr m2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 n VI 1, or for r acceptance any structure web Job Number. N330121 Ply: 1 SEON. 15674 / T3 COMN Cust: R8975 JRel: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oy: 3 FROM: ALS DrwNo: 339.17.1430.43040 Truss Label: B2 KM / DF 12/05/2017 22' Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " 4x4D 27 e• g e• 14• 22• Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.19 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 R Loc. from endwall' not in 9 00 R 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 Webs 2x4 SP #3 Lumber value set "l3B" 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 CC NA CAT: W Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.063 1 999 360 VERT(TL): 0197 1 999 240 HORZ(LL): 0.029 H - HORZ(rL): 0.089 H Creep Factor. 1.5 Max TC CSI: 0.549 Max BC CSI: 0.696 Max Web CSI: 0.176 VIEW Ver: 16.01.00E.0420.20 J * :* ATE SS 0NAI ECG 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1156 / 324 / 776 / - / 220 14.0 F 1156 / 324 / 776 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 696 -1764 D - E 670 -1490 C - D 669 -1491 E - F 698 -1763 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1485 -497 H - F 1485 - 524 I - H 1037 - 272 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. I - D 463 - 205 D - H 460 - 204 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fab cating, hhandling, shin in in;tailing and bracing. Refer to and fellow the latest edition of SCSI ((Building t S fly Information, byY TPI ano SBCA) rbr satetpy ractices prior to performing these functions. Installers shall provide terhpora B I. Unless noted olherwi e,top or shall have proD.erN attached structural sheathing and bottor] Chord shall hav€ a pro e id teilin Locations shown or Dermanent lalrraI restraint bf webs shall hav bracin nst9lied pfr BC51 sections ¢3, B7 or 1 , e. ApD y Dtates to ach face, of truss and position as shown above and on t ie Joinw9I etails, un ess noted otherwise. Refer to 60A-Z for standard pPfate posrbons. of his drawing a 1r failure to build the on thi tldr8aw r1gq or over pagQ ie desj.gn shown. fi he sui[abil,ty ALPINEINE i rt 1, or lorr acceptance any sructure rmvowwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15672 / T2 HIPS Cust: R8975 JRet: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,Ot/ ,R/Ot Oty: 1 FROM: ALS DrwNo: 339.17.1430.45010 Truss Label: 83 KM / OF 12105/20179' 13' 22' 8 4' 9' Loading Criteria ( psq TCLL: 20. 00 TCDL: 17. 00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0. 00 Load Duration: 1.25 Spacing: 24.0 " T2 45XD5 7 2 9' 3'8' 81 8 12T 22' 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22. 69 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: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/ 1/2013) Top chord 2x4 SP 2400f- 2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP 03 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, P1 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 2014 RES TPI Sid: 2007 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): 0.019 H 999 360 VERT(TL): 0 058 H 999 240 HORZ(LL): 0.017 G - - HORZ(fL): 0.054 G Creep Factor. 1.5 Max TC CSI: 0.835 Max BC CSI: 0.859 Max Web CSI, 0.120 VIEW Ver: 16.01.00E. 0420.20 Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W B 1156 / 497 / 780 / - / 187 / 4.0 E 1156 / 497 / 780 / - /- / 4. 0 Wind reactions based on MWFRS B Min Big Width Req = 1.6 E Min Big Width Req = 1.6 Bearings B & E are a rigid surface. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 656 -1578 D - E 655 -1577 C - D 692 -1Z78 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1271 - 422 G - E 1270 - 445 H - G 1275 - 422 o ATE 0 278 y,'', ys4WprNW w 12/05/ 2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in la ri ling, hh ndlin shin in in;tailing and brawn . , Refer to nd fpllow the latest edition of BCSI (Buildin Component Safe, Information, by TPIendSEA) f) safe y ractices pnor to periommg these alunctlons. Installers shall provide terhpora bracinggg DDDer BGSI. Unless noted o erwlse,top chord shall have property attached structural sheathing and bott2ra Shord shall hav a Pro e attaches rigid ceilin Locations shown for ermanent lateral resir8int 8f webs shall have br8cinq nslalled pgr eC51 secbons $3, 7 or 1 , as app ica e. ApDplg' plats tQ elach face oipUuss and position as shown above and on the Joinhretalls, un ess noted otherwise. Refer to ALPINE drawings 160A-Z lorYstan arpatepositions. AlGing, a division of ITW BU{1ild11'nQ CComponent GrOu Inc., shall npt be red nsible for any deviation Irom this drawinll,arlr failure to build the truss In nformance with AN51/PI 1, or or a[ltldli q slhtiDping, Installatan braving f trussesA seal on chic drawirlq or over pagQ 2400 Lake Orange Dr. listing this drawing indicates acceptance t proTessionaf en ineerinq responslb liN soleN for the design shown.he sui[ability Suite 150 and use of thisrdwing foranystructuresaresponsibilityoftheBuildingDesgerpeANSIffPI15$c.2. For more information see Nis fob's general rrotes Pace and these web sites ALPINE, www.alpineitw com: TPI www tpinsLoro. SBCA. www.sbdndustrvcom: ICC: www.icraafe.org Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON. 15632 / T1 HIPS I Cust: R8975 JRef• 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA 219TA/219SE ,01/ ,R/01 Oty: 1 FROM: JJP DrwNo: 339.17.1430.46363 Truss Label: 84G KM / DF 12JO512017 15' 22' rL 7' f 3, i 'i' 7' i 1116X8 1114X4 N6X8 C D T2 E 22' 7'1"12 2'10"4 4'l0"4 7'1"12 1 7'1"12 + 10' + 14'10"4 + 22, Loading Criteria (psr) 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:: 47.0DesLd: 47.00 Mean Height: 22.19 ft TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 018 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #1 :T2 2x6 SP #2 N: Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "l3B" 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. IMPORTANT•• a any 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): 0.124 D 999 360 B 2205 / 928 / - / - / - 14.0 Lu: NA Cs: NA VERT(TL): 0.391 D 670 240 F 2205 / 928 / - / - /- / 4.0 Snow Duration: NA HORZ(LL): 0.050 H - - Wind reactions based on MWFRS HORZ(TL). 0.159 H B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.968 Bearings B & F are a rigid surface. TPI Sid' 2007 Max BC CSI• 0 662 Rep Factors Used: No Max Web CSI: 0.312FT/R Members not listed have forces less than 375# 0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Type(s): Chords Tens.Comp. Chords Tens. Comp. Plate Plate Ty WAVE VIEW Ver• 16.01.00E.0420.20B C 1613 - 3849 D - E 1592 - 3863 C - D 1593 - 3864 E - F 1617 - 3869 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 3320 -1367 I - H 3W7 -1377 J -1 3344 -1372 H - F 3340 -1373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 617 -120 I-E 613 -266 C - 1 819 - 346 H - E 690 -104 D -1 469 -773 i .o ; YATE OF 90%,•.•F oR`OP,., # 0 278 s/ONA%' ``_ anunrurltw N"° 12/05/2017 ALL CONTRACTORS INCLUDING THE INSTALLERS WiIrl%alling,and bracing Refer to and follow the latest edition of BCSI (Buildincbcespriortoperfoingthesefunctions. Installer shall Dprovide terhporarY9eproperlyattacheds(ructural sheathmg and bottort gflord g1ia11 hav a properly restrTnt bf webs shall have bracingjnsr811ed per BGSI sdPcUons B3, 7 oral as shown above and on the JoinrUetalls, unless note otherwise. Refer to II not be responsible for any deviation from this drawing ap failure to build the Iop, rust Ilatldn and bracing qi WssesA eat on ihi drawlXo or cover page Ir en ne ring regponsibllity soleN >or the deshn shoMTn. The suiTability ibilit of the uildmg DesiglrSfer pe ANSI/TPI 1 c.2. ALPINE: www alpineew come TPI: www.•pinst.ory; SSCA: www sbtnWustry.com. ICC: www iccsaf ALPINE m oow.,n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 3 SEON: 15303 / T48 FLAT Cust. R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/Ot Oly: 1 FROM: ALS D"No: 339.17.1430.48463 Truss Label: FG2 KM / DF 12/05/2017 s 3 Complete Trusses Required 3'015 5'5"14 7'11 "5 10'3"8 1 12'10"5 1 15 7 6 1 18 4 7 21 7 8 3'015 2415 2'57 2'4"3 2'6"13 2'9"1 2'91 37'1 4X12 =4X10 8X8 1112X4 A B C D E F G H =3X12I N W Wvv j W17 Q P O N M L K JS 1113X6 =5X10 =4X10 4X12 =SS0712 4X10 1113X6 21'7"8 2'6"7 2'515 T 2'615 2'8"3 2'10"13 2'9"9 2'10"1 2'9"9 2'6"7 5'0 7'7"5 107"8 + 137"5 + 15'11"14 18'9"15 + 217'8 ; Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: ASCE 7-10 Pg• NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.333 E 778 360 R 5711 / 553 / 339 1. / - / 5.8 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.823 E 315 240 S 3659 / 500 / 339 / - / - / 5.8 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 A - - Wind reactions based on MWFRS Des Ld: 55.00 EXP' C Mean Height: 15.00 It HORZ(fL): 0.123 A R Min Brg Width Req = 2.2 NCBCLL: 0.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor. 1.5 S Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 3.0 psf Bearings R & S are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI 0.581 9 g Load Duration: 1.00 MWFRS Parallel Dist: 0 to N2 TPI Std: 2007 Max BC CSI: 0.896 Bearings R 8 S require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.900 Members not listed have forces less than 375# Loc from endwall: Any 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, 18SS VIEW Ver: 16 01.o0E.0420.20 Lumber Purllns A - B 335 - 3678 E - F 771 - 8013 B C 559 - 6329 F - G 734 - 7238 Value Set: 13B (Effective 8H/2013) The TC of this truss shall be braced with attached C - D 706 -8205 G - H 597 - 5074 Top chord 2x6 SP SS spans at 24" oc in lieu of structural sheathing. D - E 771 - 9013 H -1 352 - 2672 Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1, W17 2x6 SP #2 N: Wind Maximum Sot Chord Forces Per Ply (Ibs) W2 2x4 SP 2400f-2.0E: W4, W12, W14, W16 2x4 SP #2 N: Wind loads based on MWFRS with additional C8C Chords Tens Comp. Chords Tens. Comp. member design. Lumber value set "138" uses design values O - P 4047 - 375 N - M 7451 -747 approved 1/30/2013 by ALSC Additional Notesona P O 6603 - 584 M - L 5323 - 620 Truss must be installed as shown with top chord up. O - N 8378 - 721 L - K 2944 - 388 Nailnote Nail Schedule:O.128'k3" nails Maximum Web Forces Per Ply (Ibs) Top Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs Tens.Comp. Webs Tens. Comp. Sot Chord: 1 Row @12.00" ox Webs . 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting tSplpyf I A AFA- O e'47B R 182 -1785 N - F 1717 - 26 0 3976 - 362 F - M 55 - 893 B 165 -1556 M - G 2126 -1Y7 P 6" o.c spacing of nails perpendicular and parallel to required in bearings than 6" O S•••. P Q2592 - 216 G - L 100 -1041 C 106 -1151 L - H 2365 232 grainareaovergreaterC- 0 1820 -138 H-K 150 -1138 Special Loads O - D 65 - 725 K - 1 2835 - 373 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Q ee o, pytp ; D N 711 58 I - J 169 -1160 TC: From 251 plf at 0.00 to 376 plf at 7.00 E N 36 -1074 TC: From 376 pll at 7.00 to 376 plf at 1029 TC. From 100 plf at 10.29 to 100 plf at 21.63 BC: From 150 pit at 0.00 to 150 plf at 10.29ATE BC: From 10 pIf at 10.29 to 10 pif at 21.63 TC: 3147 lb Conc. Load at 10 29 41 0, Plating Notes All 4X8 0 i,'•• OR •••_` SS' ON A platesareexceptasnoted. 0 278 rfWtµtt 12/ 05/20117 f WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses re9quire exUeme care in fabricating hh ndling shinDln , in,t ing,and bracing. Refer to and lgllow the latest edition of SCSI (Building omponeni S fety Information, TPI and S CA) f'r safely ractices prior to performing these functions. Installers shall pprovide tech ra bracinBSI. Unless noted oTerwise.top have bottom hav Fr Derchordshallattach ri id ceilin ocaUons s own for ermanent lateral DDateesproperty atlache,9 structural sheathing and chord liall restraint bf webs s all hav br cin installed p r BGSI ctions Q3, a er Yy7 or 10 asappIce1e. ApDp1 to each face ofatruss and position as shown above and on t ie ointgDetails. unless note otherwise. Refer to drawings 160A-Z lOrYstandard plate positions. ALPINE Alpine, a division of ITW Byitdd1'nsA CCompon n% Grcyn Inc truss in nformance with ANS1 1 1, or or handli shipping, shall not be re;oonslble for any deviation from this drawin ,a failure ins On and bracing 91 trussesA Seal on thlg dr w XI or to build the ,,,, ,,,,, over page I2400 Lake Orange Dr. listinggthisdrawingIndicatesacceptanceofproTessionarenineerinqregponsibitttysolelyforthedenshoWn.he suiCability and Ose of this drawing for is Designer Suite 150 anystructuretheresponsibilityoftheBuildingperANSIrrPI1S$c.2. For more mformabon see tma ob's general notes page and these web sites: ALPINE: www.al 'neihw come TPI: www. 'nst.or ; SSCA: www sWndustry corn. ICC• www.kcsafe.org Orlando FL, 32837 Job Number. N330121 Ply: 2 SEON: 15443 / T51 FLAT Cusl: R8975 JRel: 1W6189750088 TEENBLDR ,9A6/9A7 ,219MAr2l9TA/219SE .01/ ,R/Ot Oty: 1 FROM: ALS DrwNo: 339.17.1430.49947 Truss Label: FGt KM / OF 12105/2017 2 Complete Trusses Required 2'1" , 4'1" 8 , 773 101"5 137"14 1 16'10" 1 20'1"13 1 23'5"11 , 26'11"4 r 2'1" T 20 8 3'1"113'5"2 2'11"9 3'7'1 3'3"13 3'3"13 3'5"9 6X8 1112X4 1112X4 =SS1017(") = 6X12 =5X5 4X8 A B C D a) E F G H T2 I J N W El I I E9I I I IITSRO P O N M B3 L K 6X8 =4X6 1113X6 SS1017 = SS1017 =8X8 4X8 1112X4 10'3"12 167' 8 H8 , 2,4"8 , 2.11"8 , 6,5"2 + 3'5"9 + 3'3"13 + 3,4"5 + 3'1"g 38 4'3"4 T 7712 T 137"14 17'1"8 20'5"5 23'9"11 2611"4 1'10' 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W T 3754 /- / - / - / - / 7.3 TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.144 N 999 360 BCLL: 0.00 Enclosure: NA Lu. NA Cs: NA VERT(R): 0.281 N 709 240 U 10644 / - / - / - / - 15.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)• -0.024 J - - K 1745 /- / - / - / - / 4.0 Des Ld: 55.00 EXP: NA HORZ(fL)•- 0.047 J - - T Min Brg Width Req = 7 3 Code / Misc Criteria NCBCLL: 10 00 MeanHeight: NA it TCDL: NA psi Creep Factor. 1.5 U Min Brg Width Req = 5 5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI. 0.998 K Min Br Width R 1.5 9 _ Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.814 Bearings T, U, ir K area rigid surface. Bearing T requires a seat plate. Spacing, 24 0 " C& C Dist a: NA R Rep Factors Used: Yes Max Web CSI: 0.902 Loc. from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# 1: NA GCpi. NA Plate Type(s): Maximum Top Chord Forces Per Pry (Ibs) Wind Duration: NA WAVE, 18SS VIEW Ver. 16.01.00E.0420.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Plating Notes A- S 0 •3155 F- G 0 -1%5 Value Set: 13B (Effective 6/1/2013) All plates are 4X4 except as noted. B - C 0 - 3248 G - H 0 - Z717 Top chord 2x4 SP 2400f-2.OE :T2 20 SP #2 N: 1 plate(s) require special positioning. Refer to C - D 0 - 3223 H -1 0 - 2635 Bot chord 2x6 SP SS :B3 2x6 SP #2 N: scaled plate plot details for special positioning D - E 3964 0 1-1 0 -1715 Webs 20 SP #3 : W2, W9 20 SP 24001-2.OE: requirements. E - F 0 -1565 W6 2x6 SP #2 N: W7 2x4 SP #2 N: Purlins Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "I 3B" uses design values The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013byALSCspansat24" oc in lieu of structural sheathing. S-Ft 3248 0 O- N 2698 0 Bracing Additional Notes R - O 2151 - 51 N - M 2708 0 a) 1 X4 #3SRB or better continuous lateral restraint Truss must be installed as shown with top chord up. O - P 2207 - 53 M - L 1874 0 to be equally spaced. Attach with (2) 8d Box or Gun P - O 0 - 3594 nails(O 113"x2. 5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote most1 uum, j 4 F 4 Maximum WebForces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - T 0 - 2138 P - E 0 - 2849 Nail Schedule:0.128" x3" nails Top Chord: 1 Row 4.50" O;OV S •• A - S3755 0 E - O 5530 0 o.c. S - B 0 - 616 O - G 0 -1220 Sot Chord: 1 Row @ 3.50" o.c. C - R 0 - 545 M - I 825 0 Webs : 1 Row @4" o.c. Use equal spacing between rows and stagger nails 3 O 8 : R - D 1262 0 I - L 0 710 in each row to avoid splitting. E • D - O 861 0 L - J 1829 0 D- P 0- 6342 J- K 0 832 a*: Special Loads LumberDur. Fac.=1. 00 / Plate Dur.Fac.=1.00) TC: From 425 ass - 0 :• ATE • plf at 0.00 to 425 plf at 10.83 TC: From 100 If at 10.83 to 100 If at 26.94 plf plf 9 % Ct` R SC. From 5 at0.29 to 5 at 14.00 OQ'•• 4 ••••' BC: From 10plf at 14.00 to 10 plf at 2694 BC: 966 lb Conc. Load 2.08, 4.08, 5.08. 6.42 G q SS x. 7- ON at8.42.10.33, 12.00 i H0 278 '•W grtjtpqp BC: 2180 lb Conc. Load at 14.00 12/052017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses revqire extreme care in fapricalin9, hh ndlin9, shippin omponenf rev fety Information, byTPI and S CA) car safety ingtalling,and bracingp Refer to and follow the latest edition of ractices prior to pertorMingthesefunctions. Installers shall pDrovide 13CSI (Building temporary bracin999per 38SI._ Unless noted o erwise,top chord shall have pro cry attached structural sheathing and botl% hord $hall hav a Pro ereY attachedd rigid ceilin Lovations shown for permanent lateral restr int bf webs shall have braaanq installed pgr BG I sections Q3, 7 or 10; as app rca e. ApD y plates to each face of Wss and position as shown above and on the Join Details, un ess noted otherwise Refer to drawings 160A-Z for standard plate positions. ALPINE Alppine, a division of ITW BUitddl1'n CCompon nt Grpuu Int. shell net be responsiple for any deviation from this dr winq arty failure to build the •,,,,,,,,,,,, iNss rn cgnf rmance with ANSI PI 1, or oriandUASL shipping, installation and bracing this dr8wirfg of,irussgsA eal onorlistinthiscawing Indicates acceP ance of pro essrona en ineerinq res onsrbilrty so eIv or the design sho n. and use this aiawingforisDesigrSer1coverpage2400Lake Orange Dr. The suitabie ry Suite150oanystructuremeresponsibflitoftheBuildingpefANS1/TPl Sec.2. For more inrormauon sss Ua oD'e eneral notes a and Urese weD sites: ALPINE: www.al inaitw coin TPi: www msr.or SBCA: www sUtindus .coin iCC: www.iccasr0.0rit Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON• 15915 / T30 COMN Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty: 2 FROM: ALS DrwNo: 339 17.1430.50990 Truss Label: Cl KM / OF 12/05/2017 T6" 15' T6" 7 6" _ 1115C T6" T6" 1 T6" 15' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL, 17.00 Speed. 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 47.00ODesd:: Mean Height: 22.31 it 00 TCDL: 4.2 psf Soffit. 0.00 BCDL. 5.0 psi 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 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #2 N Sol 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. IMPORTANT" FURNISH THIS of Snow Criteria (Pg,Pf in PSF) DeiI1CSl Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.011 E 999 360 Lu' NA Cs: NA VERT(fL): 0.033 E 999 240 Snow Duration: NA HORZ(LL): 0 009 E - - HORZ(TL): 0.024 E Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.973 TPI Sid: 2007 Max BC CSI: 0.751 Rep Factors Used: Yes Max Web CSI: 0.128 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 ALL i AT6( ORO 0 278 y`NAI R/frfiIHil;ii"Wo 12/05 017 to THE INST Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 816 1231 / 558 / - / 147 / 4 0 D 732 /201 /473 /- /- /- 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 435 -1012 C-D 451 -1010 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - E 797 - 286 E - D 797 - 286 failure to build the 1 or cover pa e n. The suitability ALPINE Hm.mrwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 TEENBLDR 9A6/9A7 ,,219MA/219TA/219SE .Ot/ ,R/01 I O y: 1 I FROM: ALSO / T18 COMNI Dr No B339 17.1430.W8409,0068 Truss Label: C1T T 1 312 7'6" 12 2'8"4 1074 _. 16 Z8"4 4'9" e 4X4 E 15' 62" 57, 6.. 1'9"2 8 4 7.6" 12'8" 13' '14 N 19 2i 15. 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. 47.00Desd.: D Mean Height: 22.31 it 10 00 TCDL: 4.2 psf Soft: 0.00 BCDL. 5.0 psi 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 GCpi: 0.18 Wind Duration: 1.60 Value Set: 138 (Effective 6/l/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N .B2 2x6 SP SS: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pi in PSF) Deff/CSI Criteria Pg' NA Ct: NA CAT: NA PP Deflection in loc Uden L/# Pf: NA Ce: NA VERT(LL): 0.102 J 999 360 Lu: NA Cs: NA VERT(TL): 0.320 J 556 240 Snow Duration: NA HORZ(LL): 0 094 1 - HORZ(TL): 0 294 1 Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.564 TPI Std. 2007 Max BC CSI' 0.503 Rep Factors Used: Yes Max Web CSI 0.666 FT/RT:20(0)/l0(0) Plate Type(s): WAVE VIEW Ver: 16 01 OOE.0420.20 q Oa J' Oat! E] VATE OF i .t ••:cC OR\V'NIC7 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 816 /231 /558 /- /147 /4.0 H 732 1201 /473 /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H 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 426 - 977 E - F 582 -1250 C - D 698 -1571 F - G 691 -1572 D - E 564 -1249 G - H 497 -1002 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - L 759 - 318 K -1 1396 - 539 C - M 1493 - 608 J - H 789 - 380 M - K 1394 - 566 I - G 1498 - 582 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - L 722 -1724 K - F 256 378 M - L 1440 - 594 J - 1 1499 - 710 D - K 256 - 376 J - G 861 -1791 E - K 901 - 398 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Quire extreme care in fabricating9, hhandlingg shipPin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingSafeyInformation, by TPI an a SBCA) rb) satpy ractices prior to performing these functions Installers shall provide temporary BGSI.. Unless noted ollherwise,top chord shall have pro attached structural sheathing and bpott% chordctshhalll hhav%a poroQe 1. Sid ceihn ovations shown for ermanent IatQral restr inl f webs shall hav braacingo ins lied r BCSI se BI fte App PP ales to each face, ofptruss and position as shown above and on tie JoinfDetails, unless not otherwise. Refer to 6OA-Z torYslandard plate positions a division of r1 ri 1, or for r acceptance any structure See not TPI failure to build the 1 or cover pa n. The suit ility ALPINE rmvasww+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON:15622 / T17 COMN Cust:R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,Ot/ ,R/OI Oty. 1 FROM• ALS DrwNo. 339.17.1430.52710 Truss Label: C2T KM / DF 12105/20174'9'12 7'6" 10'2"4 15' WW2 + 2'8"4 + 2' 8"4 + 4 .,12 , Loading Criteria (pst) TCLL: 2000 TCDL: 17.00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0. 00 Load Duration: 1.25 Spacing: 24.0 " T 1 s04 E 15' 172 512" 1 + 19" 2 6 4 7' 6' 12'8" 13' "14 2'4' 15' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height, 22. 31 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3. 00 ft Loc. from endwall: not in 9.00 ft GCp1, 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/ 1/2013) Top chord 20 SP #2 N Dot chord 2x4 SP #2 N •132 2x6 SP SS' Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design IMPORTANT" Snow Criteria ( Pg,Pt in PSF) Pg. NA Cl: NA CAT: W Pi: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/ RT•20(0)/10( 0) Plate Type(s): WAVE C Defl/CSI Criteria PP Deflection in loc Udef) L/# VERT(I-Q. 0.100 M 999 360 VERT( I-): 0.310 M 574 240 HORZ(LL): 0.093 J - - HORZ( L): 0.287 J Creep Factor: 1.5 Max TC CSI: 0.555 Max SC CSI, 0A 5 Max Web CSI: 0.637 VIEW Ver: 16.01.00E. 0420.20 a*: • o ATE 0 ;• 00 278 ma`s /Q/ VAIL 12/05rz0 (7 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 813 / 344 / 558 / - / 162 14.0 H 813 /344 /558 /- /- /4. 0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 H Min Brg Width Req = 1 5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 429 - 972 E - F 520 -1237 C - D 635 -1559 F - G 650 -1559 D - E 534 -1237 G - H 436 - 972 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - M 755 - 296 L - J 1383 - SW C - N 1481 - 505 K - H 755 - 296 N - L 1383 - 466 J - G 1481 - 538 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 672 -1715 L - F 253 - 376 N - M 1432 - 551 K - J 1432 - 551 D - L 251 - 376 K - G 672 -1715 E - L 890 -360 URNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i fa ricaI ng, h ndlingg, shicping, in%alling,and bracm .Refer to and follow the latest edition of SCSI (BUlldin by PI and S CA) for eatery practices pnor to perio ming these functions. Installers shall provide tearhporarr1 sly o7nenvise,top chord shalle aveprorNariache sSructural sheathing and ottQrn chor tSons 3V 7 0 10 1 shown for permanent laralrestlntfwebssathavbraaungg.ns tied per BGSI_ se ach face, of truss andpositionasshownaboveandontIaJoinCDetails, unless noted otherwise. Refer to ALPINE ate positions. om nnis Gr4uInC., s11II not be responsiple for an deviation from this dr win an Ile build the or handliiAq shippin , installandn and bracingyofirussesAealonthSdrWiXqqorCoverpagge2400LakeOrangeDr.• Fl,eetoarnte fprolessionar en ineerin9 regponsrbilitysolely or the design shown. The suiCabilityyucture is me responsibilit of the BuildingDesigrSerpe/ANSI/fPl 1 Sec.2. Suite 150 rral notes page and these web sites: ALPINE: www alpineiiw corn: TPI: www.tpinst.ag: SBCA: _ www.sbondustry.com: ICC: www.kesafe.org Orlando FL, 32837 Job Number. N330121 Ply: 2 SEON. 15913 / T69 HIPS Cust: R8975 JRef 1 W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty. 1 FROM- ALS DrwNo: 339 17.1430.53633 Truss Label: C3GT KM / DF 12/05/2017 2 Complete Trusses Required 4'S"8 7' 4'58 2'6-8 1' 216"8 4'S"8 a 041 m4X4 E F T12 2X4 y Z)(q 8 D G 1118x8(++) 1118X8(++) C H v 1 T B 82 N M L K 1- A a4X4 is J PO a 4X4 a4X4(81) a4X4 a4X4(Bt) ib11 j- 1,i 2'4" 4'8• 1' We" 2'4" 1• "{ 2'4" 7' 8' 12'8" 15' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 47.0DesLd: 47.00 EXP. C Mean Height: 22.19 ft 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 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 20 SP #2 N :B2 2x6 SP SS Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12 00" o.c. Bot Chord: 1 Row @12.00" o c Webs : 1 Row @ 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes This plate works for both joints covered. Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg. NA Ct: NA CAT, NA PP Deflection in loc Udell L/# Pf NA Ce: NA VERT(LL): 0.093 N 999 360 Lu: NA Cs: NA VERT(f-L): 0 290 N 614 240 Snow Duration: NA HORZ(LL): 0.084 K - - HORZ(TL): 0.263 K Code / Misc Criteria Creep Factor 1 5 Bldg Code: FBC 2014 RES Max TC CSI: 0.595 TPI Sid: 2007 Max BC CSI: 0 547 Rep Factors Used: No Max Web CSI: 0.455 FT/RT:20(0)/l0(0) Plate Type(s): WAVE VIEW Ver 16 01.00E 0420.20 it ,o't• 9TATE OF s 12/05/2017 Ei Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1412 /602 /- /- /- 14.0 1 1412 /602 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings 8 & I 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 391 -918 F-G 638 -15W C - D 743 -1741 G - H 743 -1741 D - E 638 -1556 H - 1 391 - 918 E - F 553 -1364 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 719 - 305 M - K 1566 - 663 C - P 1553 - 660 L - I 719 - 305 P - N 1566 - 663 K - H 1553 - 660 N - M 1364 - 553 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 561 -1327 F - M 630 - 240 P - O 1006 -415 L - K 1006 -415 E - N 630 - 240 L - H 561 -1327 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I? qQuire extreme care in fabricatingg, handlin shin in installing. Ind bracing. , Refer to and follow the latest edition of BCSI ((Building S fety Information, by TPI an 0 SBCA) f) saf I ractices prior to performing these functions Installers shall provide temporary r B8SI.. Unless noted olherwise,top chord shall have property attached structural sheathing and boH2m hord Shall hav a progeWf aid ceilin Locations shown for ermanent lateral restraint 81 webs shall have br cino installed per BC I sections 3, 7 or 870 sle. A .ploy Dtates to each face, otPtruss ana position as shown above and on the JomfDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. of ITW Building Components Group Inc shall not 11-1 1, or for nanonnsnippm?, instpiiam acceptance of Pro essiona en sneer any structure is the responsibill of th rat notes page and these web sites ALPINE w his drawing a(ty failure to build the on thi drawirfg or cover page Le ties gn shown. The suitability ALPINE nnnworuNrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15182 / T42 MONO Curt: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty: 7 FROM: JRH DiwNo' 339.17.1430 56220 Truss Label: E1 I I KM / DF 12105/2017 Loading Criteria (psi) 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 " lV 1 JL Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure' Part. Eric. Risk Category: II EXP: C Mean Height: 15. 00 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: Any GCpi: 0,55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 20 SP #2 N Bot chord 20 SP 2400f- 2.OE Webs 2x4 SP #3 Rt Bearing Leg 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. 5'11"14 9'8" 8 1 ' 5'11"14 3'8" 10 3" 11 0' 9'8"8 9' 8" 8 Snow Criteria ( Pg,Pi in PSF) Pg: NA Ct: NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid. 2007 Rep Factors Used: Yes FT/ RT:20(0)/10( 0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.025 C 999 360 VERT(TL): 0.036 F 999 240 HORZ(LL): 0.011 F - - HORZ(TL): 0.024 F Creep Factor: 1.5 Max TC CSI: 0.545 Max BC CSI: 0.395 Max Web CSI: 0.451 VIEW Ver. 16.01.00E. 0420.20 i ATE ic ••,c O R OP e a Wrr tw u 12/05/ 2017 o4X4 D 11 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 555 / 248 1439 / - / 105 / 6.0 E 464 /241 /356 /- /- /3. 0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = 3.0 Bearings B & E are a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 528 - 715 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 650 -667 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. Webs Tens. Comp. C - F 669 -664 D - E 1036 - 865 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling, ship in fn talling,and bracing. , Refer to and follow the latest edition of BCSI ((Building Component S fey Information, byYTPIandSBCA) handling, sa ractices prior toperforming these functions. Installers shall provide leritpora bracin99 ppeer BuSI. Unless noted olherwise,top chord shall have properiv attached structural shgathing and bolt2r hord snail hav pro[ej attached rigid cellin Locations shownforDermanentlateralrestraintbfwbsshallhavbracinginstalledpfrBclsecoonsB3, or 810 as app ica e. ApDyPtatestoachlaceotrussandpositronasshownmoveandontfteo1nDetails, un ass not otherwise. Refer to ALPINE drawings 16OA-Z fofslandard platepositions. Alpin a division of ITW B itdd'n om on nts Gr4 In .,shall not be re ponsiple for an deviation from this dr win ail failure to build the truss 1n conf4rmance with XIMI1or or hanGli , s ippino, lnstallat do and bracing yci trussesA Seat on ih s dr wiXq or over page 24pp Lake Orange Dr. listing this Grawinq indicates acceptanceofproTessionarenineerinyresponsibilitysolelyforthedesinshown. he suitabflity and fise of this drawing for any structure is the responsibilit of the Building Designer per ANSIITPI 1 S$c.2. Suite 150 For more inlormai on see thisjob's general notes page and these web sites: ALPINE: www.al ' edw.comE TPI: www mst or . SBCA• www.sbcindua com ICC: www.icrsale. Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15313 / T28 GABL I Cust: R8975 JRef. IW6189750068 TEENBLDR ,9A6/9A7 .219MA(219TA/219SE .Ot/ ,R/Ot Oly: 1 FROM: JJP DrwNo* 339.17.1430.57120 Truss Label: E2GE KM / OF 12/OSR017 rV 1 i- 4'2'12 -{ 1'7"8 -- f - 1'4" ati4X GTYP) I-- 1'4" j 8'8" 1 9'8"8 Ft Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Part. Eric. BCDL: 10.00 Risk Category: 11 Des Ld. 47.00 EXP. C Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soft. 000 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 it GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A1801SENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. IMPORTANT" FURNISH THIS any IN Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): -0.001 M 999 360 B 300 / 138 / 258 / - / 105 / 16.0 Lu: NA Cs: NA VERT(TL): 0 003 M 999 240 N' 75 / 41 / 58 / - / - 1104 Snow Duration: NA HORZ(LL): -0.001 G - H 72 / 14 / 38 / - / - / 3.0 HORZ(TL). 0.002 M Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.205 N Min Brg Width Req = - TPi Std: 2007 Max BC CSI: 0 080 H Min Brg Width Req = 3.0 Rep Factors Used: Yes Max Web CSI: 0.046 Bearings B, B, & H are a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 16.01.00E.0420.20 o»• JY` Q VATE OF t 0R\1DP•`C'' 0 278 yU._IONAi. 12/05/2017 TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin stalling and bracing Refer to and follow the lasest edition of 13CSI (Buildingry raclices prior to perfobracing these functions. Installers shall Drovide techporahaveproD.erN attached structural sheathing and bottom chord Shall hav a Flo eralrestraintbfwebsshallhavbracnginstalledper131TsectionsE13, V or 1 lion as shown above and on t ie Join Details, unless noted otherwise. Refer to shall not be re;ponsi le for any deviation from this drawing ang, failure to build theppinqq, installabdn an bracng q ,irussesA Seal on this drawl g or over page onaf engineering esponstblhty solely. the design shovTn. he suitability ALPINE N+m.mMwir 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15670 / T13 HIPS Cusl: R8975 JRef• IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,Ol/ ,R/OI Oty: 1 FROM: ALS DrwNo: 339.17.1430.59773 Truss Label: DIG KM / OF 12/05/2017 1'10"8 5-10" 9'9"8 11'8" 1'10"8 3'11 "8 3'11 "8 1'10"8 T 0 Loading Criteria (psr) TCLL: 20.00 TCDL, 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 12 6 =6X8 1112X4 =_5X8 B C D 2'0"4 3'912 3'912 2'0"4 2'0"4 1 5'10" 97"12 11'8" Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.16 ft TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 Webs 20 SP #3 Lt Wedge 20 SP #3::Rt Wedge 2x4 SP #3, Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at 0.00 to 78 pit at 11.67 BC: From 20 plf at 0.00 to 20 pif at 11.67 TC 80 lb Conc. Load at 1.91, 9.76 TC: 47 lb Conc. Load at 3.94, 5.73, 7.73 BC: 49 lb Conc. Load at 1.09 BC: 78 lb Conc. Load at 1.91, 9.76 BC: 147 lb Conc. Load at 3.09 BC: 33 lb Conc. Load at 3.94, 5.73, 7.73 BC: 245 lb Conc. Load at 5.09 BC: 343 lb Conc. Load at 7.09, 9.09,11.00 Wind Wind loads based on MWFRS. Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT. W Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0113 C 999 360 VERT(TL): 0.349 C 395 240 HORZ(LL)- 0.019 B - - HORZ(TL)- 0.059 B Creep Factor. 1.5 Max TC CSI: 0.806 Max BC CSI: 0.925 Max Web CSI: 0.839 VIEW Ver. 16.01.00E.0420 20 i ss ,o AT 0; Q! 01b OR P,.%C, a, ••.......•• 0 279 %` S ONA1- 1r rwrlalwu l2/05n017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of 2) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1369 / 353 / 351 / • / 31 / 4.0 E 1803 / 478 / 351 / - / - / 4.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.6 E Min Brg Width Req = 2.1 Bearings A & E 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. A - B 712 - 2282 C - D 1122 - 4091 B - C 1122 -4091 D - E 734 - 2732 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 1957 - 572 G - F 2413 - 643 H - G 1978 - 566 F - E 2347 -631 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp B - G 2203 -608 G - D 1750 - 514 C - G 288 - 416 F - D 535 - 93 of ALPINE any 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15642 / T32 HIPM Cust: R8975 JRe/: 1W6189750068 TEENBLDR .9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/OI Oy: 1 FROM: JJP DrwNo: 339.17.1431.01080 Truss Label: FIG KM / DF 12/05/2017 6' 77-8 BY rL 6' + 17.8 'i' 1.0*8'i te4X6 a4X4 C D we, 1, 678 1'S'l2 6'3'8 T9'4 10-1 8'8- Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Part. Eric. Lu: NA Cs. NA BCDL: 10.00 Risk Category: II Snow Duration: NA Des Ld: 47.00 EXP. C Code / Misc CriteriaNCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist. 0 to 11/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Loc from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): Wind Duration 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 24001-2.0E Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 6-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Deft/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): 0.027 D 999 360 VERT(R): 0.082 D 999 240 HORZ(LL): 0.012 C - HORZ(fL): 0 036 C Creep Factor. 1.5 Max TC CSI: 0.566 Max BC CSI: 0.638 Max Web CSI: 0.430 VIEW Ver. 16.01.00E.0420.20 o :• ATE 0 278 W,,NAL 12/05rz017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 640 / 323 / - / - / - 18.0 E 674 / 335 / - / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg 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 Pry (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 351 - 690 C - D 233 - 513 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 524 - 246 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-D 1128 -511 D-F 451 -1ODD WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7utre extreme care in fabricating, handling, shiupin , in;talltng and braciri .. Refer to and follow the latest edition of BCSI ((BuildingfSfetyInformation, by TPI on A SE3CA)1br safety ractices prior to perfoigming these functions. Installer shall provide tertlporaBSIUnlessnotedoyerwise,top chord shall have pro v attached structural sheathing and boettQrt]1ord nall have a pro e 0ividceilinq.Locations shown for ermanent lateral resU int bf webs shall have braanq slie unlessBCnoled othervvvBise. B7f2ef toe._ Ain plates to each face o truss and position as shown above and on the JolnrDe his dr winn,a failure to build the on thr drBwi N or War," geLeQesInshown. uitability ALPINENE TPI: www Mmvaowa« 2400 Lake Orange Dr Suite ISO Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15539 / T20 MONO Cust• R8975 JRel: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA1219SE ,01/ ,R/O1 Oty: 1 FROM: ALS DrwNo: 339.17.1431.02343 Truss Label: M1G KM / DF 12M5/2017 a T ero 1 Loading Criteria (psr) Wind Criteria TCLL. 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 1000 Risk Category: II EXP. C Des Ld. 47.00DDesd.: . 00 Mean Height: 22.44 it 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 Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #2 N •W2 2x4 SP M3: 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 pit at 0.00 to 78 pit at 700 BC: From 10 pit at 0.00 to 10 pll at 7.00 BC. 1075 lb Cone. Load at 2.06, 4.06, 6.06 Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. saxa B 7' 3'97 3'2 9 T9'7 7' Snow Criteria (Pg,PI in PSF) DefI/CSI Criteria Maximum Reactions (Ibs) Pg• NA Cl: NA CAT: NA PP Deflection in loc Udell L/ll Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.024 D 999 360 A 1697 / 542 / 257 / - / 170 / 4.0 Lu: NA Cs: NA VERT( Q: 0.071 D 999 240 C 2144 / 663 / 260 / - /. / - Snow Duration: NA HORZ(LL): -0.007 B - Wind reactions based on MWFRS HORZ(fL):-0.021 8 A Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor: 1.5 C Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.834 Bearing A is a rigid surface. TPI Sid: 2007 Max BC CSI: 0.581 Rep Factors Used: Yes Max Web CSI: 0.710 Members not listed have forces less than 375t/ FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 A- B 685 -2217 1% ,o :• VATE O'F fry 0 278 ._TONAL i ,sue 12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1869 - 539 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2794 - 797 B - C 474 -1387 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa bri tin9 h ndlin9 shipping In.4talling and brawn .. Refer to and follow the la est edition of BCSI (BuildiniSfetyInformation, by 01 'and S CA) rai safey practices prior to perfo mmg these functions. Installers Val provide terhpora BOSI._ Unless noted o herwise,top chord shall have property attached structural sheathing and bo tQ 1 chord Shall hav pro elidceilmgLocationsshownforDermanentlateralresUOintblwebsshallhavebraawnnslaliedpgr9cSlsections63, h or 1Ae._ A _ plates to each lace of truss and position as shown above and on the Join>9 etails, un ess noted otherwise. Refer to any TPI: www his dr I amgfailure to buildthe 1edesnRhoWn.orhe suatabflity ALPINE MInWCpyMM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 TEENBLOR 9A6/9A7 ,219MA1219TA/219SE ,O1/ ,R/O1 I OIy. 1 I FROM: ALS 7 / T70 MONO DrNo e339.17.1431.03390 R09' S0068 Truss Label: M2G T ero 1 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sld: ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL, 1000 Risk Category: II Des Ld 4700 EXP C Mean Height. 22.44 ft NCBCLL: 10.00 TCDL. 4.2 psi Soft: 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 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs Zx4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 25 / Plate Our Fac.=1.25) TC: From 78 pit at 0.00 to 78 pit at 7.00 BC: From 10 plc at 0.00 to 1 O plf at 7.00 BC: 732 lb Conc. Load at 1.06. 3.06, 5.06 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. R 7' 37 3'4"l2 3'7"4" 4 7' Snow Criteria (Pg,P1 in PSF) Doff/CSI Criteria Maximum Reactions (Ibs) Pg• NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R 11.11 / Rw / Rh / RL Pf NA Ce NA VERT(I-Q. 0.017 D 999 360 A 1576 / 508- Lu: NA Cs: NA VERT(rL): 0.050 D 999 240 C 1236 / 411- Snow Duration: NA HORZ(LL): -0.007 D - Wind reactions based on MWFRS HORZ(TL): 0.017 D A Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor. 1.5 C Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.747 Bearing A is a rigid surface. TPI SW: 2007 Max BC CSI: 0 378 I 40 Rep Factors Used: Yes Max Web CSI: 0.758 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 A - B 534 -1665 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1376 -404 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 1991 - 577 B - C 365 - 997 o ySTATE OF fit) 278 4ru,. _ ONAL _,tom" 12/05/2017 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Pe latest edition of BCSI (BuildingInstalrtllerc3nshIprovideterhporraery poor I orr8cisons Q3V 7 or gl ynessnotedotherwise. Refer to failure to buildthe n t he sUIQeility ALPINE wm. mwwa 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number. N330121 Ply: 1 SEON: 15295 / T37 MONO Cust• R8975 JRef: 1W6189750068 TEENSLOR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/01 Oty: 6 FROM: JJP DrwNO: 339.17.1431.04503 Truss Label: GI KM / OF 12105/2017 Loading Criteria (psf) TCLL: 20. 00 TCDL: 17. 00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0. 00 Load Duration: 1.25 Spacing: 24.0 " T 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15. 00 f 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bol 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. 1112X4 12 C T co 4X4( B 1) III 2X4 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 2014 RES TPI Std. 2007 Rep Factors Used: Yes FT/ RT:20(0)/10( 0) Plate Type(s): WAVE 2' mi 2, Def/ CSI Criteria PP Defection in loc Uden U# VERT(LL): NA VERT(TL): NA HORZ(LL): - 0.000 C HORZ(TL):-0.001 C Creep Factor. 1.5 Max TC CSI: 0.203 Max BC CSI, 0.040 Max Web CSI. 0.049 VIEW Ver. 16.01.00E. 0420.20 4 ss ATE 0 278'',' SNAt12/ 05rz017 II Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 204 / 52 / 181 / - / 56 / 8.0 D 70 130 / 52 / - /- / 1. 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D 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 fabricating hh ndlin99 shippin , ingtalling,and bracing. Refer to and fellow the latest egitiun of 13CSI (Building t is Information, byy TPI ano'S CA) rbi saffety $ractices prior to performing these functions. Installers s all provide temporary BGSI Unless noted olherwi e; Op chordhalle have property attached s1ructueral sahgadthingaandcett2r4 or 15ons Q3 7 oroB1r10Y id ceilin .Locations shownsfor ermanetlatralresirmtfwbsshalhavtnbrJcifins( fled . I r BC se e. App vv Ptat stoachface, o truss an position as shown a ve and on a oin Details, un ess not otherwise. 17efer to 60A-Z forsp n ardplatepositions. a division of r1 1- 1 1, or for n acceptance any sructure his drawin art failure to build the on thi dr wiX9 or cover pag@ ie deslgn shown. The suitability ALPINE µmvmv..n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15678 / T65 VAL I Cusl: R8975 JRef: 1W61897SM68 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/01 Oty: 1 FROM: ALS DrwNo: 339.17.1431.06140 Truss Label: VH2 KM I OF IV05/2017 Loading Criteria (pst) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration, 1.00 Spacing: 24.0 " 11101, 6'2" 8' 11101, 4'4" 1110" 12 6 = 4X4 =4X4 4X4(D1) B Ca4X4(D1) v D w G F E 1112X4 1112X4 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Valley truss connection to truss below shall be designed and fumished by others. Snow Criteria ft,Pf in PSF) Fig: NA Ct: NA CAT, W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C as any 8' 8' 8' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.002 F 999 360 VERT(fL): 0.002 F 999 240 HORZ(LL): -0.001 E - HORZ(fL):-0.001 E Creep Factor. 1.5 Max TC CSI: 0.791 Max BC CSI: 0.090 Max Web CSI: 0.063 VIEW Ver: 16.01 OOE 0420,20 s ATEAr cv 0 278 % y NYONAI- N 12/05/2017 Maximum Reactions (Ibs, or'=PLF Loc R /U /Rw /Rh /RL /W G' 111 /- /- /- /- /96.0 G Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# IS DRAWINGI INCLUDING THE INSTALLERS Refer to and 1pilow the latest edition of BCSI (Buildin mIng these functions. Installers shall provide tempura uctural sheathing and boll ord shall hav a prope yhavebracrngeng@fledper8CIsectionsQ3, 7 or 810 on the Om its, unless noted otherwise. Refer to failure to buildthe n. The suf96ility ALPINE nm. ao oun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON. 15680 / T64 VAL I Cust. R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MAR19TA/219SE ,01/ ,R/Ot Oty 1 FROM: ALS DrwNo: 339.17.1431.08563 Truss Label: VH1 I KM / DF 12/05/2017 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL- 0.00 Enclosure: NA BCDL- 5.00 Category: NA EXP: NA DDes Ld: 55.00Desd:: Mean Height: NA ft 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 ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA 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 1/3012013 by ALSC Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 1'101, 111011 4- 4- 4' 2- 2" u Snow Criteria (Pg, Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or •=PLF 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): 0.008 999 360 D' 110 /- /- /- /- / 48.0 Lu: NA Cs: NA VERT(R): 0 013 999 240 D Min Brg Width Req = - Snow Duration: NA HORZ( LL): -0.003 - Bearing A is a rigid surface. HORZ(TL): -0.005 Code / Misc Criteria Creep Factor. 1.5 Members not listed have forces less than 375# Bldg Code: FBC 2014 RES Max TC CSI: 0.126 TPI Sid: 2007 Max BC CSI: 0.186 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/ l0(0) Plate Type(s): WAVE VIEW Ver: 16. 01.00E.0420.20 Oa•'J I /* U # VATE OF Z ORt{ pP.G` 1S/ONAt ENeNAL0278rrrrnlntailauu 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabnsatin9, h ndlin shippin , m%alling.and bracing. , Refer to and follow the la est edition of SCSI (Building Component Safey Information, b1vhTPlandSCA) f3) safety Practices prior to performing these functions. Installers shall Drovide terhpora ArY bracing peQBCSI. Unl ssnotedoenvise,l op chord shall have proD.erN attached structural aheagl ing6and pofr I osredctions 63r137 orr 91F attach rimid ceilin . ovationsshownforermanentlateralrestraintfwbobsshallhamsbrJcingslIledrBcReferdtoas appica aAppgatestoachfaceotrussandpositionasshownaveandontheoinetails, un ess note othervvise. drawings 160A-Z fosPandardpP(ate positions. A LPIN E Alppine, a division of ITW Bl itddl'ncQ CCompon ntS Gr yp InC shall not be red nsiple for any deviation Irom this drawing arty (allure to build the tNss in con(qrmancewithANSIIfPI1, or (nor handlirfg shiypinq, insllatand bracng of iruss sA seal on thi drBwiAg or cover page listing this prawin Indica es acceptance of proTessionar en neerin9 re ponsibility so elv for the desn shown. The suitability 2400 Lake Orange Dr. and ise of this thawing or any structure Is the responsibflit ol the ufldtng Designer pe ANSIRPI 1 c.2. Suite 150 For more intormaeon sss Wa oD's nerel notes a end tneae web sues: ALPINE: www.sl neitw.com• TPI: www. inslor ' SBCA: www.abciMus corn, ICC. www.rccasre. Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15698 / T63 VAL Cust• R8975 JReI: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/218SE ,01/ ,R/OI Oly. 2 FROM: ALS DrwNo: 339.17.1431.09270 Truss Label: MV3 KM / DF 12/05/2017 or 6' 6' 6' 1112X4 B Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W 88 / 24 / 68 / - / 18 / 72.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL). NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT (fL). NA Windind reactions based on MWFRS BCDL: 10.00 Risk Category: IIe9ry Snow Duration: NA HORZ(LL): 0.011 C D Min Big Width Req = - Des Ld: 47.00 EXP. C HORZ(TL): 0.034 C Bearing A is a rigid surface. Code/ Misc CriteriaNCBCLL: 00 Mean Height: 22.83 it TCDL: 4.2 psi Creep Factor: 1.5 Soffit: 000 BCDL: 5.0 psi Bldg Code FBC 2014 RES Max TC CSI: 0.586 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.489 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.232 Loc. from endwall: not in 9.00 R FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. W 1i ,o : STATE OF Q 0 278y'x ONALt 12/05/2017 irirnVt IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS auire extreme care in fabricating, handlina. shiwina. installing_and braclna. _ Refer to and follow the latest e failure to build the 1 or cover page n. The uifability any mi ni ALPINE mrrwcowwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number 975 TEENBLDR 9A8I9A7?219MA/219TA/219SE ,Ot/ ,R/O1 I Cry: 2 I FROM: AS / T62 VAL I Dr No:8D3 9.17..1143' 017TrussLabel: MV2 1112X4B 12 i 4"1 4' 4' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W D' 97 / 35 / 67 / - / 22 / 48.0TCDL: 17.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL): •0.003 C - - D Min Brg Width Req = - Des Ld: 47.00 EXP. C HORZ(TL): 0 010 C Bearing A is a rigid surface. Code / Misc CriteriaNCBCLL: 00 Mean Height: 23.33 ft Creep Factor. 1.5 0. Soffit: 00 TCDL: 4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.252 Members not listed have forces less than 375# BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.214 Spacing: 24.0 " CSC Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.102 Loc. from endwall: not in 9.00 4 FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "I 3B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. o :• FATE OF . c;•.••FZ OR pP•.%arc, E o 278N'` S / ONAtwttrtlrutttt 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fapricatin handling, shippin ingtailing and bracing. Refer to and follow the la est editi n of BCSI (BuildmgComponen( S fety Information, by TPI an SCA)r saflety Rractices prior to performing these functions Instal ers shal provide terhpora brawn r B8SI.• Unless noted o erwlse,top chord shall have pro el attached structural sheathing and bottom chord ghall hav a Vropeattache• ri id ceiling Locations shown forpermanent lateral restraint bf webs shall hav braanq ns.1 lied oe, BCSI sections 3, 7 or e1 , as applicaGtg ApDpTy otat s to ach face of truss an position as shown above and on tI a Jomr etads, unless noted otherwise. Refer to ALPINEdrawings160A. fOr sta i and pale positions. AlGine, a division of ITW ByitdQl1'ncLCompon nl Grvvup In .,shall npt be reg nst le for any deviation from this dr0win ,ap failure to build the N,nwm r„n I In nformance with ANSI/`I 1, or orandlu q s iDpm , mstallataand bracng of trussesA eat on chiS dr wrXg or cover paaQ 2400 Lake Orange Dr. listing this drawing indicates acceptance 4f proiesslonaf een ineerinq responsibility solely or the desi n shown. The suiTability Suite 150anduseofthisdrawingforanystructurestheresponsibilityoftheBuildingDesigerpeANSIffP1S$c.2. For more inlamelien ass tins' b's enerel notes a en0 u+ess web ages: ALPINE: www al eitw corn; TPI• www, mat.ar • SBCA: www.sbaidus win ICC: www.ixsafeorg Orlando FL. 32837 Job Number. N330121 Ply: 1 SEON 15694 / T59 VAL Cust• R8975 JRef. lW6189750068 TEE NBLDR ,9A619A7 ,219MA/219TA/219SE ,01/ .R/01 Oly 2 FROM: ALS DrwNo: 339.17 1431.10857 Truss Label: MVt KM / DF 12/05/2017 12 6 1112X4 B 4X4(D1) T A 0 A CD 1112X4 i 2' 2' 2' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT:NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W 97 / 28 / 60 / - / 18 / 24.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce, NA VERT(LL): NA BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT LT)- NA Wind reactions based on MWFRS BCDL 1000 Rik Category: IIse9rySnow Duration: NA HORZ(LL). -0.000 C D Min Brg Width Req = - Des Ld 4700 C HORZ( fl) 0.001 C Bearing A is a rigid surface Code I Misc Criteria NCBCLL: 10.00 Mea. MeanHeight: 23.83 it TCDL: 4.2 psi Creep Factor. 1.5 Soffit, 0.00 BCDL 5 0 psi Bldg Code FBC 2014 RES Max TC CSI: 0.037 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.045 Spacing: 24 0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.023 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 16.01.00E.0420.20 WindDuration. 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 02 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. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. ylr ss , o'; ATE 6 ,• 9per,• FC V ao278 N'Ni, /ONAI 12/ 05/2017 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safety Information, care in fagrncatin, h ndl n shippmg inStalling,and bracing. Refer to and follow the latest edition of BCSI (Building t Safe Information, by PI an S CA f i safet Diadrees pnor to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottQm chord shall have a properly rd cedmg ocations shown for Dermanent lateral restraint bf webs shall have br88ung installed p r BCSI secoons 33, B7 or 810 e _ Apply plates to each face. of truss and positron as shown above and on the Joini9Details, unless noted otherwise. Refer to not failure to buildthe nor The P. bility ALPINE NE any 4nmvmwwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON• 15921 / T12 / EJAC Cust: RR8975 JRef: 1W618975MBS TEENBLDR Oty, 10 FROM: RDG DrwNo: 339.17.1403 38748 Truss Label: EJ7 I I KM / DF 12105/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17,00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 8-8 Wind Criteria Wind Sid. ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category: II EXP. C Mean Height: 22 19 It TCDL: 4.2 pst 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 ft 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"x3 0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 7. 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf. NA Ce: NA VERT(LL): NA Lu- NA Cs: NA VERT(rL)- NA Snow Duration: NA HORZ(LL): -0.014 C HORZ(rL): 0.036 D Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI' 0.750 TPI Std: 2007 Max BC CSI: 0.596 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 1601.00E.0420.20 0orp,Sg Ow•JY° M VATE OF i'y D.c••:cLOR P•`k, vows** 0 27s" F N,s_ ONAt 12/05/2017 C Maximum Reactions (Ibs) Loc R I /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# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabnsI , h ndlin9, shippin , Ingtalling.and bracin Refer to and follow the latest edition of BCSI (Building i S fey Information, by TPI ano S CA) rar safety ractices prior to performing these functions. Installers shall provide temporary r BSI. Unless noted o herwise,top chord shall have pro rev attached structural sheathing and boltQrl lord ghall have apeqidceilinLocationsshownforpermanentlateralresirint8fwebsshallhavbratinqnsta11dpgrgGSIsections $3, B7 or B10Ye._ App y plates to each face of truss and position as shown above and on tp)1e Joint Details, un ess noted otherwise. Refer to any his drawinp an failure to build the on thag dr wiXa or cover page Le flesj9n shoNn. The suitabllity PIALPINE nurrwm+r wr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15919 / T5 JACK I Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 .219MA/219TA/219SE ,01/ ,R/Ot Oly. 7 FROM: ALS DrwNo: 339.17.1431 12203 Truss Label: CJS KM / DF IMS/2017 T616 1 1 5, 5' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid, ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP• C Des Ld: 47.00 Mean Height: 21.69 It NCBCLL: 10.00 TCDL: 4.2 psf Soft: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " CSC Dist a: 3.00 R Loc. from endwall: not in 4 50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Sot 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 N3.0", min. toe -nails at bottom chord Snow Criteria ft,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: 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): -0.006 C HORZ( L): 0.013 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TIC CSI: 0 501 TPI Std: 2007 Max BC CSI: 0.306 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420 20 Oa•'J o :• MATE OF •: w 12/052017 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 / 108 / 274 / - / 147 / 4.0 D 97 /10 /74 /- /- /15 C 174 /117 1103 /- /- /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 qquire extreme rein fabricating, hh ndlin99, shieptng, inlalling,and bracin . ,Refer to and fellow the latest edition of SCSI (Building I7 S fety Information, bYY IIPl ano S CA) rbr safety (SreCtICes prior to peri, min these funcltons. Installers shall provide terhporarrYy r t3R, Unless noted olnerwise.top chord shall have proRerN attached structural shaathingaend bpott2nl h Srdrisohallll have a prove aidcetlin .Locations shown for ermanent lateral resir8int 6f webs shall have bragn9 insll Iled r 9BGc 93, B7 or 510Y 60* ApD y Gtates to each face o>Ptruss and position as shown above and on the in Details, un fess not e otherwlse. Refer to 60A- Z for standard plate positions. a division of 11- 1 1, or for n acceptance any sructure shall www aipinenw.com; TPI: failure to buildthe n. or Thesuitability ALPINE nnwoawn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15917 / T7 JACK I Cusl: R8975 JRef: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA1219TA/219SE ,01/ ,R/OI Oty: 7 FROM. ALS DrwNo: 339.17.1431.13130 Truss Label: CJ3 I KM / DF 12/05/2017 T Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP. C Des Ld: 47.00Desd:: O Mean Height: 21.19 It 10 00 TCDL: 4.2 psf Soffit. 0.00 BCDL: 5.0 list Load Duration 1.25 MWFRS Parallel Dist. 0 to 11/2 Spacing: 24.0 " C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) 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'k3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) 3' C Snow Criteria (Pg,Pf in PSF) De01CSl Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(R): NA Snow Duration: NA HORZ(LL): -0.001 C HORZ( L): 0.002 D Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.297 TPI Sid: 2007 Max BC CSI: 0.103 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT•20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 ATE 0• Q F 9 • 0 278444,NSS/ONA` .N._ 1" 12/052017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 82 / 208 / - / 96 / 4.0 D 56 /4 /43 /- /- /1.5 C 97 /67 /54 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. 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 re uire extreme care in fabricating hh ndlin shippin intitalling.and bracin Refer to afnd follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI ano S CA) f$r sairmy Xactices prior to perfo ming these unctions. Installers shall Provide to porar bracin er BCSI . Unless noted o1herwise,top chord shall have property attached structural shgathin9 and bottom hord . (hall hav a pro errllY attach rqid ceiling. ocations shown forpermanent lateral restrSint bf webs shall have bracng installed pfr BC I sections Q3, 7 or 1 vasappIcae. Apply D ales to ach face, o Wss and pdslUon ass own above and on the an Details, un I ss noteo otherwise. Refer to ALPINEdrawings160A-Z for standardto, positions. Alpin a division of ITW BUildl1nQQCCom onent88 Grpp CC InG shall n t be re ponsiple for an deviation from this rawinp ally failure to build thetrUssenconfrmancewithAN51/TPI 1 or for handlirrlq shiDpmg, instBllatOn and bracing of trussesA seal on this drBwiAg or over page 2400 lake Orange Dr. e listing thisrawing Indicates acceptance Of proTessionar en sneering rree ponstbtlity soleN for the des( n shown.he suitability Suite 150anduseothis0rawingoranystructureistheresponsibilitoltheuildngDesignerpeANSIffPI1Sc.T. For more intormabon see Uis'ob's oars( notes arW these web sites ALPINE: www.e me4w.IX7m; 7PI www st.or , SBCA: www.abdndus .wm, ICC. www.ittaate.Org Orlando FL. 32837 975 TEENBLDR 9A 9A7 219MA/219TA/219SE ,Ot/ ,R/Ot Oty: 15 FROM: ALSO / T8 JACK I KMNo:8D339.17R1431.13943 150068TrussLabel: CJt T 6"6 i Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: 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: 20.69 it NCBCLL: 10.00 TCDL: 4.2 psf Soft: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " CSC 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 i2 N Bot chord 20 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) 0131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 6 F7- C T T c U-) 0 Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Pg: NA Ct: 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): -0.000 C HORZ( L):-0001 C Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.218 TPI Std: 2007 Max BC CSI: 0.020 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16 01.00E.0420.20 L J 7[ i s 4: ATE : Q , F O • Va027; ;.,:j/pNA1- 12/05/2017 M Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 181 171 /172 /- /47 /4.0 D 14 /5 /14 /- /- /1.5 C -6 /22 /18 /- /- /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 375t/ RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricating , h ndlin9 shippin in.talling,and bran.. Refer to and ipllow the latest edition of SCSI (Building 1, by TPI andS CA) fbr saffety ractices prior to performing these functions. Instal ers shall erov terhporarY d o envise,top or shall have properly attached structural sheathin and boett2rr cSlhosredc.Hall hav a Properlynsshownforpermanentlat4ralrestraintbfwebsshallhavebracingjns % unlesBs not oihervvsa 7ReieB tooeachlaceotrussanduosit'' n as shown above and on the JoinrDe his drawing ap failure to build theonthidrawiXoroverpage Le desLqn shown. he st 98llity any ALPINENE u+mvm.•wx 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15923 / T6 HIP_ CUSI. R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty: 3 FROM: ALS DrwNo: 339 17 1431 14680 Truss Label: HJ7 KM / DF 12105/2017 5'3"11 9'10" 1 51"11 4'6"6 Loading Criteria (psi) TOLL. 20. 00 TCDL: 17. 00 BCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0. 00 Load Duration: 1.25 Spacing: 24.0 " D 12 4.24 C77- 4 X 4 C N O V C B T. A 1 f: F F 5' 1" 15 476 5" 1 5'1"15 74"5 71 '1 Wind Criteria Snow Criteria (Pg, PI in PSF) DefUCSI Criteria Maximum Reactions (Ibs) Wind Sid: ASCE 7-10 Pg• NA Cl: NA CAT NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Speed, 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22. 18 it TCDL. 4.2 psl 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 #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11. 8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.131"x3. 0", min toe -nails at top chord. Provide (3) 0.131"x3. 0", min toe -nails at bottom chord. IMPORTANT" FURNISH THIS a division of and Pf: NA Ce: NA VERT( LL): 0.023 G 999 360 B 501 / 241 / - /- /- / 4.9 Lu: NA Cs: NA VERT( TL): 0.073 G 999 240 E 424 / 101 / - / 0 / 0 / 1 5 Snow Duration: NA HORZ(LL): - 0.006 D - D 317 1202 / - /- /- / 1.5 HORZ(TL):-0.018 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.607 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.430 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.394 Bearing B is a rigid surface. FT/RT:20(0)/10( 0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 16.01. 00E.0420.20 Chords Tens.Comp. B - C 329 - 818 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 743 - 294 G - F 737 - 298 ALL o,,•i'ts•'S• A • a A F 11OROP'•• 7 O 278pNAIL V_ 12/O5/2017 to INSTALLERS Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. C - F 331 - 820 failure to build the I or over pa n. he sui fifty ALPINE IN aW O7•rM1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 IJob Number 975 TEENBLDR 9A6/9A7?219MA/219TA/219SE ,Ot/,R/OI I Oy: 3 I FROM,AL$ 9 / T18 EJAC I Dr No:BD 9.17..1143' 0170 ITrussLabel: EJ7A C a4x4(B1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sld: 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: 22.44 R NCBCLL, 10.00 TCDL: 4.2 psf 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 R Loc. from endwall not in 4 50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Sot chord 20 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. B 7' 8 7'1"8 Snow Criteria (P9,Pr in PSF) Deft/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(fL): NA Snow Duration: NA HORZ(LL): -0.016 C HORZ(TL): 0.043 C Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.754 TPI Std: 2007 Max BC CSI: 0.618 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01 OOE.0420.20 ATE 0• e OR,a..•'o 0 278`%V ;SS/pNAI. O B A Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 343 / 93 / 252 / - / 176 / 1.5 C 138 119 /109 /- /- /1.5 B 255 / 173 / 156 / - / - / 1.5 Wind reactions based on MWFRS Bearing A requires a seat plate. Members not listed have forces less than 375f1 I2/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in faqir Ong, handling shippin , installing and bracing. , Refer to and fgllow the latest egitiun of BCSI (BuildingiSfeyInformation, by PI pnd SBCA) fbi safey YracbcpesrNprior to performing these functions. Installers s all provide terhpoorra% r Id CSelll^ Unlessocaons showri foiioer marieMlateral erest alM 6attachedwbsshall hav r prseG aath sa pott2r11 chordctsn s 3 7 or 611 a._ Apply Dilates to each face ofPtruss and position as shown aP6ove and on t e Jolnf etalls, unless noted otherwise. Refer to a division of n rt 1, or for n acceptance any structure his drawin ann failure to build the on thig dr wlXgg or over page Le design shov/n.he suitability www elpinedw.com: Tin www.tpinst.org, SBCA: www sWndustryxom, ICC www ALPINENE mvmwno 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. TEENBLDR 9A6/9A7?219MA/219TA 219SE ,01/ ,R/01 I O y. 2 I FROM: JJp84 / T27 EJAC I Dr No 8DF9 17.1431. 3493170068 Truss Label: EJ58 4X4(B1) Loading Criteria (psr) Wind Criteria TCLL' 20.00 Wind Sid: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Part. Eric. BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47. 00 Mean Height: 15.00 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 Loc. from endwall: Any GCpi: 0.55 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Sot 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'k3.0", min. toe -nails at bottom chord. 6' 6' Snow Criteria ( P9, Pr 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(TL): NA Snow Duration: NA HORZ(LL): -0.010 C HORZ(TL): 0. 025 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.957 TPI Sid: 2007 Max BC CSI: 0.456 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20( 0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 s ATE • , s # 0 2784 4pbe. NAIL 12/052017 C Maximum Reactions ( lbs) Loc R /U / Rw /Rh /RL /W B 384 / 137 / 365 / - / 133 / 8.0 D 117 /58 / 139 /- /- 11.5 C 210 /107 / 137 /- /- /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 fyaF p' ti 9,Sh CdAling)hipping, In$talling,and bracing , Refer to and follow the lasest e9ition of BCSI (Building S fey Information, lh PSI a ) trbb yradlces pnor to perfo bracing these functions. Installers s all purovide lerh; arY r BeSI. Unless noted o erwise,top chord shall have proper% attached structural shgathing and botl%n chord ghall hav pro er Reqid ceilingq ocatlons shown for yermane4t lateral restraint bf w bs shall have brauno insrelled Der BCSI secbons B3, or 1 Apo y DatestoeachfaceoftrussandpositionasshownabboveandontheJoinfDetalls, unless not otherwise. Refer to a division of n rl 1, or for napaiing, s acceptance 9T proles any structure is Ithe re: real notes page and these web failure to buildthe I or fThe suaAbility ALPINE wmvravrw 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 TEENBLOR Truss Label: EJ2 T Loading Criteria (psi) Wind Criteria TCLL. 20.00 Wind Sid: ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP. C Des Ld: 47.00 Mean Height: 20.91 it NCBCLL: 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 " C8C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'k3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Ply: 1 I SEON: 15634 / T24 / EJAC I Cust• RR8975 JReI: IW6189750068 Oly: 8 FROM. RDG DrwNo: 339 17 1403.39976 KM / DF 12/05/2017 12 4X4(B1) 1, 1' 10"8 AI C T TC> M 11 Snow Criteria (Pg,P1 In PSF) Def11CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 200 / 71 / 178 / - / 68 / 4.0Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL): NA D 33 / 3 / 27 / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.000 C C 47 / 36 / 20 / - / - / 1.5 HORZ( L):-0.001 C Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI 0.183 D Min Brg Width Req = - TPI Sid: 2007 Max BC CSI: 0.031 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing 8 is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver: 16.01.00E.D420.20WAVE o 7ATE OF e: lk"A o27s OIVAltw uttrosltu 12/05/2017 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabpricating, handling, shiupin , in%alling and bracing.. Refer to and fellow the latest enenfSafetyInformation, by_TPI an0 SBI fOr safety ractices prior to performing these functions. Installers s Der SCSI., Unless noted ollhnerwise,top chord shall have property attached structural shpathin9 and bott he a riggid ceilin .Locations shown for rmanent lateral restr8int 6f webs shall have braacngg nslatled p r Bcl sicalffe. ApGG1 plats to each lace, o russ and position as shown above and on the Jointtails, unless note, Is 160A-Z I scan and plate positions. a division 01 ITW Bt1itddl1'ngCComponents Gropo Inc.,sh ll not be re;Ponsible for any deviation from this dr win9 onf rmance with ANSIrfPI 1, or for hanaurtq shipping, installabon and bracing gf,trvssesA seal on th s drathisSrawin9gInda) acceptance of Professional en ineerin9 responsibility solely for the design sieofthisOiawingforanystructureismeresponsibilit)1of the building Designer peIANSIIfPI 1 SEc.2 informabon see Ws job's general notes page and time web sitev ALPINE: www.alpmeRw.com: TPI: www tpmst org. S8CA www.sbd failure to buildthe h. FThe suitability ALPINE NEIJ1nwp Owlf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. t. TEENBLDR 9A6/9A7?219MA/219TA/219SE ,01/ ,R/Ot I Oty: 1 I FROM: ALS 1 / T15 JACK I KM DrwNo:8D 101 9 17.14 1.34907 TrussLabel: CJSA Loading Criteria (psi) TCLL- 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47. 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T ero 1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.94 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C& C Dist a. 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration 1.60 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 ( 3) 0 131"x3 0", min toe -nails at bottom chord. 4X4( B1) 5' 8 5' 8 5'1"8 Snow Criteria (Pg,Pi in PSF) Pg: NA Ct: NA CAT: N/ PI: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE B C DefUCS1 Criteria PP Deflection in loc Udefl L/# VERT( LL): NA VERT( TL): NA HORZ( LL): -0.007 C HORZ( IL): 0.018 C Creep Factor. 1.5 Max TC CSI: 0.539 Max BC CSI: 0.327 Max Web CSI: 0.000 VIEW Ver. 16.01.00E.0420.20 ATE 0'i c; ••,•' cl O Rip P,• C c•``'` ao 27a y' Fs'SIONAttw,`` wunwtu12/ 05/2017 Maximum Reactions (Ibs) Loc R /U /Rw, /Rh /RL /W A 245 / 63 / 180 / - / 123 /1.5 C 100 /14 /79 /- /- /1.5 B 180 /121 /110 /- /- /1.5 Wind reactions based on MWFRS Bearing A 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 qquire extreme care in fafZricating, enddllingf hiDpin , inStalling.and bracing. , Refer to and fgllow the latest edition of BCSI (Building tSafetyInformation, by f PI anCd S ) fb f ty radtcesrt pnor to peedrfotrming these functions Installersshallprovide temporary dcCSeiIinapnleLs oonnsshownfoityoermanentlateralreslroruin, 6fwebs shallhaver brsaaanssi hnsWaledd p it SCSIsredctSons Q3r 7 oru irllr fie. AlinAplatestoeachfaceortrussandDositionasshownaboveandontheJoinfDetails, unless noted otherwise. Refer too his dr8wing arry failure to build the on thi drBwiAq or over pa Le design shown. The suitability any ALPINE nmvmwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330121 Ply: 1 SEON. 15185 / T23 JACK I Cusl: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/Ot Oty. 2 FROM: JJP DrwNo: 339.17.1431.37837 Truss Label: CJ58 I KM / DF 12/05/2017 T 1 / Loading Criteria (psp Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL. 0.00 Enclosure: Part. Enc. BCDL. 10.00 Risk Category: II Des Ld: 47.00 EXP. C Mean Height: 15.00 It NCBCLL: 10.00 TCDL. 4.2 psi 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 Loc from endwall: Any GCpi: 0.55 Wind Duration, 1 60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/3012013 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 5 5' Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in Ioc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(R): NA Snow Duration. NA HORZ(LL): -0.006 C HORZ(TL). 0.013 D Code / Misc Criteria Creep Factor, 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.703 TPI Std: 2007 Max BC CSI: 0.311 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT: 20(0)/10(0) Plate Type( s): WAVE VIEW Ver: 16.01 OOE 0420.20 kjr 0 278 NAL rr rrrr tpuw 12/05/ 2017 C Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 337 / 119 /321 /- /114 /8.0 D 97 / 47 /115 /- /- /1.5 C 174 / 89 /112 /- /- 11.5 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# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Oire extreme care in la eating, h ndlingg shi pin , installing,and bracing. Refer to and follow the latest eddltion of BCSI IBulldign ety Information, bl TPI an'S CA) f8i salary ractices prior to performing these functions. Installers shalt provide terhporary I BCSI. Unless noted o herwise,top chord shall have pro rN attached structural sheathing and bottom chord shall hav, a pro2er I Id celltn . Locations shown for permanent lateral restr Int bf webs shall have bracing nslalled r BCSI s ctlons $3, 7 or B10Y e AppyDlatestoeachfaceoftrussandpositionasshownaboveandontheJolncfetalls, un less note otherwise. Refer to 60A-Z for standard plate positions. rolslon of ITW B Ild11'nac CCompongnis GrQ4uD In shall not be reSDonslple for any deviation from this drawing arry failure to build the tformanee with % N51/TP1 1, or Tor ha 011fS s tipping, tnst Ilatidn and bracing of truss esA tealon this drawirfg or cover page drawing indicatesacceptanceofproTesslonarensneeringresponslbilisoorthedesinshovTn. The suitability this drawingforanystructureisaresponsibilityoftheuildingDeslgerpeANSIfTPI15$c.2. mabon see this lob's general notes page and these web sites, ALPINE: www.alprnedwxom, TPI www tonsi org, SBCA' www.abundustryxom, ICC: www i=af ALPINE NE mrrwcOWVe' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number TEENBLDR 9A6/9A7?219MA/219TA/219SE .01/ ,R/01 Oly: 1 I FROM: A S68 / T9 JACK I Dr No 8D3F9 17R4 1.39040170068 Truss Label: CJ3A T 6" 6 Loading Criteria ( psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 47. 00 Mean Height: 21.441t 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 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 Sot 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 B SO 0 fV C 4X4( B1) i- 3' - 3' 8 3' 1"8 Snow Criteria (Pg,Pt in PSF) Def /CSI Criteria Pg: NA Cl: NA CAT NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT( LL): NA Lu: NA Cs: NA VERT( fL): NA Snow Duration: NA HORZ(LL): - 0.002 C HORZ(fL): 0.004 C Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.328 TPI Sid: 2007 Max BC CSI• 0 118 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10( 0) Plate Type(s): WAVE VIEW Ver 1601.00E. 0420.20 i • z- ATE •: 0 278,,*,,%, r0NAIL; 12/ 05/2017 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W A 147 / 34 / 108 / - / 72 / 1.5 C 60 /8 /47 /- /- /1. 5 B 109 173 /67 /- /- / 1. 5 Wind reactions based on MWFRS Bearing A 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 faVting, handling, shiDpin , installing and bracing.. Refer to and follow the latest eddion of SCSI (Building i Safety Information, by TPIan0SCA) fOr safey radlces prior to performing these functions. Installers shall provide terhpora BGSI. Unless noted olherwise,top chord shall have properly attached structural shgathing and bottom chord shall hav a pro e id ceiling. Locations shown for Dermanent lateral restraint 6f webs shall hav brauna nslalled p r SCSI Is Q3, 7 or 1 , AooYi Dlates to each face of Wss and Dosition as shown above and on tIe Joinfaeta un ess noted otherwise. Refer to a division of ri Ni 1, or for n acceptance any structure shall www aipmedw com, TPI: his drawing apX, failure to buildthe on this dr8wirlq or fp asuRbbilityLidesl„9n shovJn. A IPLNEr.mvm.wo 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15186 / T25 JACK I Cust• R8975 JRel: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/01 Oty 2 FROM• JJP DrwNo: 339.17.1431.39917 Truss Label: CJ3B KM / DF 12/OS/2017 Loading Criteria (psr) 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 " T 6"6 i 4X4(B 1) 3' i 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Eric. 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 R Loc. from endwall Any GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0.131'k3 0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg, NA Ct, NA CAT: N/ Pf'. NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code, FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE N Def /CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(fL): NA HORZ(LL): -0.001 C HORZ(TL): 0.002 D Creep Factor: 1.5 Max TC CSI 0.250 Max BC CSI: 0.101 Max Web CSI. 0.000 VIEW Ver 16.01 OOE D420.20 i • Q :• ATE 0 278ONAI'0 12/ 05/2017 "a" CD O N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 85 / 236 / - / 75 / 8.0 D 56 / 27 167 / - / - / 1 5 C 97 /51 /59 /- /- /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 7uire extreme care in fabricating, hhandlingg, ship in , in,,, ing_and bracing. ,Refer to and ipllow the latest editi n of BCSI (Building t Safety Information, byY TPI an0 SBCA)1br sa Et racbces pnor to performing these functions. Installers shall Drovide to pora BCSI. Unless noted otherwise,top chord shall have pro attached structural sheathing and bottom chord shall have a pro[er id ceiling. Locations shown for permanent lateral restraint bf webs shall hav br88cinaa installed r BCSI sections 53, 87 or B1 , ADDlyDlatestoeachlaceoftrussandDosdionasshownaboveandontiedomrDetads, un ess noted otherwise. Refer to a division of r1Pl 1; or lof r acceptance any sructure his drawinrr ap failure to build the on thia dr8wir or over page Le design shown. he suitability ALPINE WRWO Mn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15664 / T10 JACK I Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/01 Oty: 1 FROM. ALS DrwNo, 339 17 1431.40613 Truss Label: CJ1A I I KM / DF 12/05r, Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: 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: 20.94 ft NCBCLL: 10.00 TCDL: 4.2 psf 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: 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'k3.0", min, toe -nails at top chord. Provide (2) 0.131'k3.0", min. toe -nails at bottom chord. 12 6 B T A ; 0 c 4X4(B1) f-- 1, -- Snow Criteria (P9,Pr in PSF) Detl/CSI Criteria Pg, NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL): NA Snow Duration: NA HORZ(LL): -0.000 C HORZ(TL): 0.000 C Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.035 TPI Sid: 2007 Max BC CSI: 0.012 Rep Factors Used. Yes Max Web CSI. 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 o'; ATE 9p ••:ct OR\IP`k. 0 278N10N"AItoo 12/052017 1 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING on any Maximum Reactions (Ibs) Loc R U Rw /Rh /RL W A 49 7 35 /- /22 1.5 C 20 3 16 /- /- 1.5 B 37 25 23 /- /- 1.5 Wind reactions based on MWFRS Bearing A requires a seat plate. Members not listed have forces less than 375# INSTALLERS Dw the latest editi n of BCSI fBuildin1s. Installers shallpDrovide tern ra yg nd bottom hord 4hall 113, a 0, erl led per eC Is ecMons 7 or 10y t, unless noted otherwise. Refer to his drawirl aft laiture to buildthe on this tlr wi Zp or Vo a su t8biliLedes -Inshown. b A1411611111, LPNIEµrrw O}IMIM1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I My. 1 I SEON: 15187 / T26 JACK I Cust. R8975 JRel: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/01 Oty: 2 FROM: JJP DnvNo: 339.17.1431.41457 Truax Label: CJIB KM / DF 12/OS/2017 Loading Criteria (list) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 i Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height, 15.00 f 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: Any GCpi: 0.55 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 "13B" uses design values approved 1/30/2013 by ALSO 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. 12 6 C Snow Criteria (Pg,P1In PSF) Pg: NA Ct: NA CAT. W PI: NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI SW: 2007 Rep Factors Used: Yes FT/RT-20(0)/10(0) Plate Type(s): WAVE T T co In0 li DeffICSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL). -0.000 C HORZ(rL) -0.001 C Creep Factor. 1.5 Max TC CSI: 0.170 Max BC CSI: 0.020 Max Web CSI: 0.000 VIEW Ver. 1601.00E.0420.20 s ,p VATE OFOR\•: F V -"A 0 278 * ONA wrnutattu 12/05/2017 Maximum Reactions (Ibs) loc R /U /Rw /Rh /RL /W B 181 /65 /179 /- /37 /8.0 D 14 /13 /22 /- /- /1.5 C -6 /21 /17 /- /- /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 9t Ire extreme care in fabricating handling, shinpin installing and bracing. Refer to and fallow, the latest edition of SCSI (BuiIdinSafetyInformation, by TPI and SBCA)10i safety {raclices prior to performing these functions. Installersg shall provide temporarrYYgg BGSI., Unless noted o erwise,top chord shaphave property attache structural sheathing and bottom crlord shall havg a proppene IdilmLocationsshownforpermanentlateralrestrlntfwebsshallhavebr8un9installedoerBCSSIsectionst}3, 87 or 61 gApDyDDfatstoeachface, or Wss and position as shown above and on the JomrDeta ls, unless noted othenwse. Refer to 60A- Z for sta 1 plate positions. a division of n rl 1, or for r acceptance any structure TPI: failure to build the i or cover pa e n. The sui b,I,ty ALPINE Am. coa.n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15668 / T11 HIP_ I Cust. R8975 JRel: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/OI Oly: 1 FROM: JJP DnvNo: 339.17.1431.52887 Truss Label: HJ7A KM / OF 12 17 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL- 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T e e 4X4( B7) Wind Criteria Wind Sid: 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 psf 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 #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6.11.8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide ( 3) 0 131'k3 0", min toe -nails at top chord. Provide ( 3) 0.131"x3.0", min toe -nails at bottom chord. 5' 3"11 9'10"1 5' 3"11 4'6"6 511" 15 4'2"6 5"1 511" 15 9'4"5 Snow Criteria (Pg,PI in PSF) Pg: NA Cl: NA CAT: W PI: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std- 2007 Rep Factors Used: No FT/ RT:20(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.026 F 999 360 VERT( TL): 0.082 F 999 240 HORZ( LL): 0.007 E - HORZ( fL): 0.022 E Creep Factor. 1.5 Max TC CSI: 0.840 Max BC CSI: 0.652 Max Web CSI: 0.417 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- /4.9 D 442 /115 /- /0 /0 /1.5 C 312 /201 /- /- /- /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) VIEW Ver. 16.01.00E.0420.20 Chords Tens.Comp. A - B 363 - 859 s , p ATE O Qr pc P441, G; ORp. N#o itNAI12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 788 - 330 F - E 782 - 333 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 370 - 870 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in labricatin9, h ndltn shinpmg installing and braCin Refer to and follow the latest edition of SCSI (Buildin t S fey Information, by TPI and S CA) f i eatery practtcesNpnor to perfot ming these functg ons. Inst2arl l]ereshshall prowdeeterhpor aenrl v id czilingqnl tioca'ons slhnown (or Dermanenthate al rest/ mt Of webs shall havgrbraunghnsl lled pgi BGSI osredctsons 3V B7 oroB10 e. _ ADDTY DatestoeachlaceortrussandpostUonasshownaboveandontheOmDetails, un ess noteC otherwise. (tefer to of not failure to build the I or over pa n. he sui ility ALPINE more informabon see this notes page and these web sites: N+IIwOi.OMM' 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330121 I Ply: 1 I SEON: 15640 / T31 HIP_ I Cust: R8975 JRef: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .Ot/ ,R/01 Oty: 1 FROM: JJP DrwNO: 339.17 1431.53790 Truss Label: HJ58 KM / DF 12M/2017 T ero 1 4X4(B1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: ISO mph BCLL: 0.00 Enclosure: Part. Eric. BCDL: 10.00 Risk Category. II EXP. C Des Ld: 47.00 Mean Height. 15.00 R NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.55 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 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 5-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min. toe -nails at bottom chord. more 5'0"15 815"1 5'0"15 34"2 0 74"6 1.0., 4 7'4"6 8'5"1 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.071 F 999 360 Lu: NA Cs: NA VERT(TL): 0.222 F 449 240 Snow Duration: NA HORZ(LL): 0 019 C - HORZ(fL): 0 058 C Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.450 TPI Std: 2007 Max BC CSI: 0.863 Rep Factors Used: No Max Web CSI: 0.378 FT/RT-20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 WA ic•'••:c OM P'GC, 0 278' y,' s`'` wONALYttHOtu 12/05/2017 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 359 / 192 / - /- /- / 10.6 E 328 / 107 / - / 0 / 0 / 1.5 D 211 /144 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 264 - 396 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 295 - 430 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in labricatin h ndling shinpin m.4talling and brawn Refer to and follow the latest edition of BCSI IIBuildin f Safety Information, by TPI an'S CA) far safety ractices pnor to pertoFgming these functions. Installers shall provide terhpora r BCSI Unless noted ollherwise,top chord shall have pro attached structural sheathing and bo t2rtl hord 5ha11 hav a pro er and ceilin Locations shown for permanent lateral restraint bf we shall have bracingEnsr811ed pfr 6C 1 sections B3, 7 or 1 , SIe. A .prey Dlates to each face, of truss and position as shown above and on the Joint eta Is, un ess noted otherwise. Refer to 60A-Z for standard plate positions. a division of rl 1, or ror n acceptance any structure shall failure to build the 1 or cover p ge n. The su lability ALPINENE M"oowwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number Ply: I 975 TEENBLDR 9A6/9A7?219MA/219TA/219SE .01/ ,R/01 I Ory 2 I FROM: ALS 4 / T22 HIP I Dr No: 8D9.17..1143, 546' Truss Label: HJ2 12 C4.24 F77;- T T Cn 0o 11 1'5" 2'7111 2'7111 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid. ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 170 / 60 / - / - / - / 4.9TCDL: 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 45 13 / - / - / • / 1.5 BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.000 D - - C 33 / 15 / - / - / - / 1.5 Ld: EXP. 40.00 C HORZ L :-0 001 D Wind reactions based on MWFRS Code / Misc CriteriaNCBDesCL : 1 Mean Height: 20.90 Rg CreepFactor. 1.5 B Min Brg Width Req = 1.500 Soffit 0.00Soffit TCDL: 4.2 ps( BCDL: 5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.098 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to IV2 TPI Sid: 2007 Max BC CSI: 0.066 C Min B Bearing B sis Width Req = a rigid surface. . Spacing: 24.0 " C&C Dist a: 3.00 itRep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.16 Plate Type(s): VIEW Ver. 16.01.00E.0420.20WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) 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 and reactions based on MWFRS. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. k'h ic:••:c OR\•......'QP•••Ve 12/05/2017 IMPORTANT" FURNISH THIS DRAWING TO ALL IING THE INSTALLERS to and follow the latest edition of a diAth n of ITW B itddln ompon nlS Group Inc. shall npt be re;ponsible for any deviation from this h winp,arly failure to buildcpnan9withlii511TI1pororhoandPllnttshippiniq, Inst IlatlOOnQ nttJJ bracing 00f ssesA eal on tn dr8wirlq or f " suacabilitythisindinditeesaccelancefroTesslonaeenneerinresponsbilisoleorthedesnshon. se ois iawing or any s ructure s e responsibflit of the wilding Desig er pe ANSUTPI 1 c.2. inf—tw — IN. W. --I nmwa -- wnd ttlwsw W h sdws• Al PIMP TPI• rn tninit.— RRCA• wunw. senndmtrv.— IM w i—it ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15613 / T67 EJAC Cusl: R8975 JRef• 1W618975W68 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/OI Oty. 2 FROM: ALS DnvNo: 339.17.1431.55450 Truss Label: EJ7T I I I KM / DF 12/OS/2017 2'4" 4'8" 2,4„ 7' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: 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: 22.19 R NCBCLL: 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 R Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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. Additional Notes Provide (2) 0.131N3.0", min. toe -nails at top chord. Provide (2) 0.131'9c3.0", min. toe -nails at bottom chord. u Snow Criteria (Pg,Pt in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT, NA PP Deflection in loc Udefl U# Pt: NA Ce- NA VERT(LL): -0.104 F 799 360 Lu: NA Cs: NA VERT( Q: 0.309 F 268 240 Snow Duration: NA HORZ(LL): -0.042 G - HORZ(TL). 0.122 G Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.562 TPI Sid. 2007 Max BC CSI: 0.564 Rep Factors Used: Yes Max Web CSI: 0 239 FT/RT-20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 i // * * ATE • , 0 27s`aZS /ANAL 12/OSrz017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses revqire extreme care in fabricatingg, hh8ndlingg, shipping, in talling.and bracing. , Refer to and follow the latest EomponenfSafetyInformation, by TPI an 0 S CA) fbr safety practices prior to perfo ming these functions. Installers bracin999 uer BGSI., Unless noted olherwise,top chord shall have proRerly attached structural sheathing and bott r rattachgdrigidceilm . Locabons shown for ermanent lateral resUamt bf w bs shall hav bracing inalalied pfr SCSIasapptcae. Appplgy Plates to ach face o truss and position as shown move and on lfle Joinl Details, un ess note drawings 16OA-Z I r standard pefate positions. Alpine, a division of ITW Bt itddl1'ncQt omponlnt GrOyp Inc, shall npt be responsible for any deviation from this h wi11gtrussmconformanceWithAN51/T 11, Or Or an h g s iypmg, mslallab nand bracing_ of.trussesA sea) on 1 is r see thn 11 T 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - / 200 / 4.0 E 142 /40 /116 /- /- /1.5 D 220 / 144 / 138 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 109 -419 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - F 531 - 584 G - F 456 - 399 failure to buildthe The suitability ALPINE NEmrrwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply. 1 I SEON: 15610 / T68 JACK I Cust. R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA1219TA/219SE ,01/ ,R/01 Oty: 4 FROM: ALS DrwNo: 339.17.1431.56147 Truss Label: CJST KM / DF 12/OSR017 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21 69 ft 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 GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/l/2013) Top chord 20 SP #2 N Sot 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. 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. 2'4" 2'8" 2'4" 5' Snow Criteria (Pg,PI 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 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE A Deft/CSI Criteria PP Deflection in Ioc Udell L/# VERT(LL): -0.060 F 990 360 VERT(R): 0.165 F 356 240 HORZ(LL)- -0 036 G - - HORZ(fL): 0.094 G Creep Factor, 1 5 Max TC CSI: 0.497 Max BC CSI: 0.226 Max Web CSI: 0.221 VIEW Ver: 16.01.00E.0420.20 T SO T" T 1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 337 / 108 / 274 / - / 147 / 4.0 E 83 116 /66 /- /- /1.5 D 173 /111 /ill /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Big Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 12/O5/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS opuire extreme care in la ricatin9, hh ndlin , shippin in%alling,and bracing. , Refer to and follow the latest edition of BCSI (BuildingaSfetyInformation, by TPI ano S CA) f$r sa ety ractices pnor to performing these functions. Installers shall provide temporary rrBSt. Unless noted olhermse,top chord shallhavepropperty attache structural sheathing and bpott% c iordri n s ha 7 ooge oidceilin .Locations shown for uermanent lateral resir3 nt 1 webs s all have brapncl ns lied r BCSI sec fte. ApP y Gfates to each face ortruss and position as s town above and on the JoinfDetails, un fess noted othennse. Refer to 60A- Z for standard plate positions. a division of nce wan ANSIn 1-1 1, or iof nandim snl p ing indicates acceptance qi ro ess or 1 thawing for any structure is tPhe respon see this job's general notes page and these web sites: his draawm a failure to buildthe on thf) dr wr q or he s atili Le desj9nshon. ty ALPINE NE nmvoaew. 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15608 / T66 JACK I Cusl: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/OI City: 4 FROM• ALS DrwNo: 339.17.1431.57070 Truss Label: CJ3T KM / DF 12/OS/2017 D 12 ZX 2X4 6 C cn bo o T iv i B E OD ih t -L _L - IA C ul GF Loading Criteria (psn Wind Criteria TCLL: 20.00 Wind Sid: 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, 21.19 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 Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Sot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "l3B" 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. B1) 2-4n 8" 1' 2'4" 3' Snow Criteria ft.PI in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Uden U# VERT(LL): -0.008 G 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 245 / 82 / 208 / - 196 Lu: NA Cs: NA VERT(TL): 0.020 G 999 240 E 43 / 10 / 32- Snow Duration: NA HORZ(LL): -0.006 G - D 97 160 / 62- HORZ(TL): 0.014 G Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.270 E Min Brg Width Req = - TPI Sid, 2007 Max BC CSI: 0.059 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.094 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver, 16.01.00E.0420.20 i ATE • 0 278''v,, S/QNA% I 4.0 11.5 11.5 Members not listed have forces less than 375# 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses re9uire extreme rare m fabricating, hh ndlin9 ship in installing,and bracin Refer to and fellow the latest edition of SCSI (BuildingggomponenlSafetyInformation, by TPI and S CA) fOr safepty ractices prior to perfo?ming these functions. Installers shall Drovrde tech proorarY bracing pegBCSI., Unless noted olhervvise:Op chord shall have pro , rN attached struGural ah ada nand f2rn gno Snns 3 7 "or irl0yattach . n id ceilm Locations shown for ermanent lateral restr mt 61 w bs shall hav brJ pnf ns Iled r T as ape ica e. App11r Dfatees to each face, o truss and position as shown ave and on t e oin etails, un ess note othervwse. Refer todrawings160A-Z IOrYsp ntlard plate positions. Alpine, a division of ITW B itddl'ncL omponssnls Grpyu Inc. shall net be regponsible for any deviation from this rawinsl an failure to build the Iiss m coof4qprmance with /N511T 11, or for handlufsL shiupma, mst IIaUOn and bracin f trussesA eal on thig drBwiXq or over page listing this grawing indicates acceptance of proTessionar en neering re ppons b liN soleN or the design shown. 110 suitability and use or this drawing for any structure is the responsibflit ot the u ld ilg Des g er pe ANSIffPI 1 c.2. ALPINE nmvarawr. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15617 ! T21 HIP_ Cust: R8975 JRef• 1 W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,Ot/ ,R/Ot Oty: 2 FROM* ALS DrwNo: 339.17.1432.02717ITrussLabel: HJ7T KM ! DF 12/05/2017 5'6"14 9'10"1 5'6"14 4'3"2 E 12 s4X64.24 p D N 04X8m4X4 C B H B2 G F T 02X4 =_4X417A 1 JI m4X4(B1) =4X4 2'0"14 9"151 4'7" 1 5" 3'2 9"4 24 14 1 3 9'013 9'10 1 F' 4,5.1 3 Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL, 20.00 Wind Sid. ASCE 7-10 Pg• NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 501 / 241 / - / - / - 14.9TCDL, 17.00 Speed: 150 mph Pt NA Ce: NA VERT(LL): 0.075 1 999 360 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(fL): 0.236 1 494 240 F 449 / 117 / - / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL)- 0.026 G - E 292 / 186 / - / - / - / 1 5 Des Ld: 47.00 EXP. C HORZ(TL): 0.082 G Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 0 00 Mean Height: 22.18 it TCDL: 4.2 psi Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.733 F Min B Width Req = - Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.820 E Min Brg Width Req = - Bearing B Is a rigid surface. Spacing: 24.0 " C&C Dist a 3.00 fl Rep Factors Used: No Max Web CSI: 0.338 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 V r.. 16.01.00E.0420.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 241 -630 C - D 644 -1780 Value Set: 13D (Effective 6/1/2013) Top Chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N :B2 2x4 SP #1: Chords Tens Comp Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values B -1 541 -199 J - H 1678 -606 approved 1/30/2013 by ALSC C - J 1793 - 648 H - G 1301 - 578 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback tacks with no webs. Webs Tens.Comp. Webs Tens. Comp. Wind C -1 347 -952 H - D 572 -43 Wind loads and reactions based on MWFRS. J - 1 705 -241 D - G 606 -1361 Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 3) 0.131'k3 0", min toe -nails at bottom chord. Ilplgyr I G p S F4cN, o. 648 ATE e off ,• 909M..11..40 0 278 str • 4 YAL wtVtmunua 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes revqire extreme care in fabrlcatin ,hhandlingg, shin In ,installing and bracing Refer to and follow the latest edition of 13CSI (BuildinomponentSafetyInformation, byy TPI an SBCA) fbr to ) ming these functions. Installers tempurasafelpypracticespriorpertshallprovide bracm @r BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bott chord Shall hav a proleattachoderl91dLocationsshownforDermanentlateralrestraintblwebsshallhav8brecinqnsla11ciprBCSIsections133, 7 or B1 , At' as a .pllcabte. App y Plates to ach face or truss and position as shown above and on the Join Detalls, unless noted otherwise. Refer to drawings 160A-Z for standard pPfate positions. LPI N E AIDpin a division of ITW Buildl1'ngg om onentSs Grooup InC. shall not be re5ponslple for an deviation Irom this drawing amr failureirtissInnformancewrihANSIlTI1orforhandllrtsashlppma, Installatl0n and bracrosl of trussesA eal on this dr8wirlg or q to build the mrrwo over page listing this drawing indicates acceptance of proTessronar en ineeriny responsibility solely >or the desi n shown.heLsethisthawingforistheDesignerANSIlfPI1Sc.2. sui[ability 2400 Lake Orange Or. Suite 150andoanystructuretheresponsibilitofBuildingpe Fa more miwmabon see this' b'a eneral rrotea eM mess web apes ALPINE www.al ineitw.com TPI: www. mst.a ,SBCA: www.sbandus can, ICC www rccsaleOra Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15220 / T53 SY42 Cust: R8975 JRet: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MPJ219TA/219SE ,Ot/ ,R/OI Oty: 10 FROM. JJP DrwNo: 339.17.1432 05293 Truss Label: FTt KM / DF 12/05/2017 107'8 12'6" 1 21'10'8 107'8 1'10"8 94"8 i'_ 2.6.' _' gg (TMP) r i 2'6"12 --1 2,6"12 -- 06 = W=3X4 1.5X3 =4X4 3X6 = 3X3 = 3X3 A B C D E F T o m 1 2,6"12 -- 17'12 i"_ _'i i"— 2.6.12 1111.5X3 a3X4 =3X6 =4X4 G H I J IZ Y X W V U T S R OP O 1.5X3 =5X5 =4X4 1111.5X3 =3X4 =3X3 1111.5X3 =3X4 =3X3 1111.5X3 =4X4 1112X4 = W=H0308 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL- 0.00 Enclosure: NA BCDL. 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: . 00 Mean Height: NA it TCDL: NA psl 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 1: NA GCpi: NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bol Chord 4x2 SP 2400f-2.0E :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.SX3(R) except as noted. Additional Notes i 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od 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. a 21'10"8 06 1.5X3 K N M I 5X5 —1.5X3 1112X4 Snow Criteria (P9,PI in PSF) DeNCSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeg L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.344 F 735 360 Z 1189 / - / - / - / - 7.3 Lu: NA Cs. NA VERT(fL): 0.538 F 470 240 M 1189 / - / - / - / - 7 3 Snow Duration: NA HORZ(LL): 0.055 B - Z Min Brg Width Req = 1.5 HORZ(fL): 0.086 B M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings Z 8 M are a rigid surface Bldg Code: FBC 2014 RES Max TC CSI: 0.768 Bearings Z 8 M require a seat plate. TPI Sid: 2007 Max BC CSI: 0.922 Rep Factors Used: Yes Max Web CSI: 0.646 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE,HS VIEWVer.16.01.00E.0420.20 A-B 0 -851 F-G 0 -3937 B- C 0- 2303 G- H 0- 3929 C- D 0- 3328 H- I 0- 3314 D- E 0- 3847 I- J 0- 2305 E- F 0- 3847 J- K 0 - 852 p,S Ov J o :• PATE OF •: Q Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp Y- X 1692 0 S- R 3690 0 X- W 2921 0 R- O 2926 0 W-V 2921 0 O-P 2926 0 V- U 3700 0 P- O 2926 0 U- T 3940 0 O- N 1692 0 T - S 3937 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Z 0 -1166 S-H 672 -61 A-Y 1354 0 H-R 0 -597 Y-8 0-1337 R-I 598 0 B-X 970 0 1-0 0 -958 X-C 0- 953 O- J 974 0 C-V 627 0 J-N 0 -1335 V-D 0 -591 N-K 1356 0 D-U 405 0 K-M 0 -1168 U - F 196 -477 0278 VIVAl. uraro>Iwuty 12/052017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS attire extreme care in fabripating,hJlndling, shipping, mstalling and bracing. _ Refer to and follow the latest edition of any failure to build the I or over pa n. he suiQeility ALPINE Mmvmarn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEQN: 15233 / T49 SY42 Cusl: R8975 JRef. IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA1219SE ,Ot/ ,R/Ot Qy: 1 FROM: RDP DrwNo: 339.17.1432.31893 Truss Label: FT2G KM / DF 12/05/2017 6'9" 8'6"12 17'8"4 69" 1'9"12 911"8 2'6" —'i 3„1yi 3..1—' i TYP) 4X6 W=3X4 1.5XA3 =5XX5 6X6 1113Xp6 1113EX6 1113 4 1113FG =-6X6 =8X8H4 T e W17 1 e no j'jT S R Q P O N M L K 1.5X3 =5X5 4X4 =4X4 3X3 =3X3 3X4 =6X8 1113X4 1112X4 W=H0308 17'8"4 Loading Criteria (psi) 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 " Wind Criteria Wind Sid. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psi BCDL: NA psf MWFRS Parallel Dist: NA CSC Dist a: NA it Loc. from endwall: NA I: NA GCpi- NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP 2400f-2.OE :T1 02 SP #1: Bot chord 4x2 SP 24001-2.OE :82 02 SP #1: Webs 4x2 SP #3 W17 4x2 SP #2 N: 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 plf at 17.56 BC: From 10 plf at 0.00 to 10 plf at 17.56 TC: 699 lb Conc. Load at 14.06,16.06 Plating Notes All plates are 1.SX3(R) except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od 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 (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) 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): 0.267 P 766 360 T 1150 / - / - / - / - 18.0 Lu. NA Cs: NA VERT(TL): 0.418 P 490 240 K 2180- Snow Duration: NA HORZ(LL): 0.042 K - - T Min Brg Width Req = 1.5 HORZ(TL): 0.066 K K Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing T is a ngid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.745 Bearing T requires a seat plate. TPI Std- 2007 Max BC CSI: 0.939 Rep Factors Used: Yes Max Web CSI: 0.734 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver. 16.01.00E.0420.20 A - B 0 -841 F - G 0 - 3857 B- C 0- 2273 G- H 0- 3857 C- D 0- 3499 H -1 0- 3413 D-E 0-3523 I-J 0 -1520 E - F 0 - 3534 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. S-Ft 1688 0 O- N 3848 0 R- Q 2881 0 N- M 3798 0 Q- P 3523 0 M- L 3012 0 P - 0 3848 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-T 0 -113E-P -113 i A - S 13 0 0P - F 175 175 - 702 Q ••••• • •••• tee 'Y B - R 907 1310 M : 62 M 0 590 4 O •, •• R-C 0 -942 I-L 0 -2312 C- 0 1123 0 L-J 2312 0 O• 64 8 j Q-D 0 -W4 J-K 0 -2324 ATE Q 0 278 %NAL wrrrwlu a 12/ 05rz017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hh ndling, shinDin , in italling.and bradn Refer to and follow the latest edition of PCSI (Building t S fey Information, by TPI pno S CA) for sa>eiy praWces pnor to perfoTgming these functions. Installers shall Drowde temporary f38Sl. Unless noted othermse,top chord shall have property attached structural shpathin9 and bottom chord Shall hav a progeny id ceiling Locations shown forpermaneal lateral restraint 6f webs shall have bragnq installed pfr BGSI sections D3, 7 or 61 v e._ 6 _ Plates to each face_ o truss and position as shown above and on the om De its, un ess noted otherwise. Refer to web TPi his drawing an failure to build the on this dr wiXp or Cover pa Le designshown. The suig ility ALPINE NE M"W mW41Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON' 15221 / T43 SY42 Cust. R8975 JRef: IW6189750068 TEENBLDR ,9A6/9A7 ,219MAJ219TA1219SE ,Ot/ ,R/OI Oy' 7 FROM: JRH DrwNo: 339.17.1432.34860 Truss Label: FT2 KM / DF 1210512017 69" + 8.612+ 17VA 6'9" 1'912 91"8 3"1 31 f T'— 2,6,. TYP) 1.5X3 = 3X4 1113X4 III 1.5X3 III 1.5X3 = 3X3 = 3X3 = 4X4 A B C D E F G H I T 5510 —/ rig SO 1 1O B S R Q P O N M L K J 1.5X3 = 3X4 = 3X4 = 3X3 = 3X3 1113X4 1112X4 1112X4 = W=3X6 17'8"4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pr in PSF) Def11CSI Criteria Maximum Reactions (Ibs) 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 TCDL: 10.00 Speed. NA mph PI: NA Ce: NA VERT(LL): 0.240 E 852 360 S 966 / - / - / - / - / 8.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.395 O 518 240 J 966- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.032 K - S Min Brg Width Req = 1.5 Des Ld: 55.00 EXP. NA HORZ(fL): 0.050 K J Min Brg Width Req = - NCBCLL: 10.00 Mean Height: NA It Code / Misc Criteria Creep Factor. 1.5 Bearing S is a rigid surface. TCDL: NA psf Bearing S requires a seat ISoffit: 2.00 BCDL: NA psf Bldg Code: FBC 2074 RES Max TC CSI: 0.808 9 eq Date. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.902 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.513 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 16.01.00E.0420 20 A - B 0 -676 E - F 0 -2514 Lumber B- C 0 -1747 F- G 0- 2396 C-D 0-2502 G-H 0 -1761 Value Set: 13B (Effective 6/1/2013) D - E 0 -2514 H -1 0 -670 Top chord 02 SP #2 N Bot chord 02 SP #1 :132 4x2 SP #2 N. Maximum Bot Chord Forces Per Ply (Ibs) Webs 02 SP #3 Chords Tens.Comp. Chords Tens Comp. Lumber value set "If 38" uses design values approved 1/30/2013 by ALSC R - O 1332 0 N - M 2177 0 O-P 2171 0 M-L 2177 0 Plating Notes P- 0 2514 0 L- K 1330 0 All plates are 06 except as noted. O - N 2563 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous slrongback. Webs Tens.Comp. Webs Tens. Comp. Attach to each truss where shown with 3-1od Box or Gun nails (0.128"xT%min.). Strongback material to Ap A - S 0 -949 G - L 0 - 660 be supplied by erection contractor. li s A - R 1077 0 L - H 685 0 Truss must be installed as shown with top chord up. ' 4 R - B 0 -1041 H - K 0 -1047 O - C - 67650 0 KJ 1060 943AlOk V'F NNX C - P 686 0 4,.0•; ATE e;' Q ORVOS-.Nx 0 278 NALWW 12/052017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in_fa0gpting_hp!)dling, shipping, inStalling_and bracing. _ Refer to and follow the latest edition of per ovol. vniess noleo otnermse,top cnoro snail nave pro a anacne slructurai sngalnin ano oon nora snail nav a prope raid ceiling. Locations shown for ermanent lateral resir nt f w bs s all have br8an9 ns tied per I sections 3, 7 or B1 , a3ltte. ApDTy Dfates to each face o truss and position as shown a ove and on the JoinTDetails, unless noted otherwise. Refer to ALPINEIs16OA-Z IOYstandard plate positions. ad iRtlhl. ion of ITW B itdl'nttLLCCom onsnts Gr uD Inc sh II n t be re ponsiple for an deviation from this drawing a failure to build the conmance wIt %N51/TPI 1 or for handlir g sltiDpin , Installat On and bracing y f trvssesA seat on this drewirXg or Cover page 2400 Lake Orange Dr. n this wing indicates acceptance of proTessionalq een sneering responsibliN soleN for the desi n shown. The suitabiliy 9 e drawing for any structures a responsibllit of the 9ullding Des g er pe ANSI/TPI 1 5$c.2. Suite 150 inlomweon sea tMs'ob's enerel notes ero these weD area. ALPINE. www.al insitw.com; TPI: www at.or • SBCA: www abcirWus .wmi ICC www.n:tseteAm Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15222 / T55 SY42 Cust: R8975 JRef. IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty: 1 FROM: JRH DrwNo: 339.17.1432.35830 Truss Label: FT3 KM / OF 12/05/2017 6'9" 8'6"12 17'8"4 6'9" 1'912 9'1 "8 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55,00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " F t'— 3„12'i i 3 =22'6" NP) Wind Criteria Wind Sid: 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 I: NA GCpi: NA Wind Duration: NA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 02 N Sol chord 02 SP #2 N :B2 4x2 SP 2400f-2.OE: Webs 02 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 100 plf at 0.00 to 100 pB at 14.76 TC: From 210 plf at 14,76 to 210 plf at 14,88 TC: From 374 pit at 14.88 to 374 plf at 17.56 BC: From 10 plf at 0.00 to 10 plf at 17.56 TC: 1209 lb Cone Load at 14.88 Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",mm.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. a WARNING" REAI IMPORTANT" FURNISH THIS any 17'8"4 Snow Criteria ft,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.117 E 999 360 S 856- Lu: NA Cs: NA VERT( L): 0.255 E 658 240 V• 910- Snow Duration: NA HORZ(LL): 0.021 J - J / 534 HORZ(fL): 0.049 B S Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 1.5 V Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.816 Bearings S 8 L are a rigid surface. TPI Std: 2007 Max BC CSI: 0.923 Bearings S 8 L require a seat plate. Rep Factors Used: Yes Max Web CSI: 0 589 8.0 140.0 IV Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp WAVE VIEW Ver: 16.01.00E 0420,20 A- B 0- 585 E- F 0- 2000 B-C 0 -1490 F-G 0 .1692 C-D 0 -1988 G-H 0 .784 D-E 0-1996 H-1 891 0 ALL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp R-O 1156 0 N-M 1321 0 O-P 1809 0 M-L 1321 0 P-O 19% 0 L-K 1493 0 O-N 1967 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- S 0- 838 F- N 0 - 426 A - Ft 932 0 N- G 575 0 R-B 0 -907 G-L 0 -832 B-O 531 0 H-K 0 -2449 O-C 0 -506 K-1 0 -1543 C-P 450 0 J-1 634 0 W1 0% ; VATE OFp :vi : <v, F -f'4 OR`V.-'* ir 0 27s s •0•....•• 12/05/2017 THEINSTALLERS the latest edition of BCSI (Buildingggggg Installers shall provide temporar bpottoBrrJgllordtions ¢3V 7 o etinfessGcnooltedotherwise. Refer to failure to build the I or cover pa e n. The suitability, ALPINE wmvC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Py. 1 SEON: 15223 / T44 SY42 Cust: R8975 JRef• 1 W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty: 4 FROM. JJP DrwNo. 339.17.1432.36770 Truss Label: FT4 KM / DF 12/05/2017 107'8 1191 69„ 1 87„ 1 9-9^ 1 14'10"8 6'9" 1'6" 1'6" 4'3" p g r 1-- 2,6" --------- 1' i 1' i VW112' i TYP) 06 1111.5X3 =06 1.SX3 1111 5X3 1111.5X3 1113X4 =-1 5X3 A B C D E F G H I 1.5X3I S =_ 4X4 O P 1111.5OX3 N = 3X4 =4X4 I 1 5X3 1112X4 1112X4 14'10"8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid- 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): 0 134 O 999 360 S 804 / - / - / - / - / 7 3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0 210 O 808 240 K 804 / - / - / • / - / 7.3 BCDL: 500 Category: NA Snow Duration: NA HORZ(LL): 0.024 8 - S Min Brg Width Req = 1 5 Des Ld: 55.00 EXP. NA HORZ(fL): 0.040 B K Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height. NA it Code / Misc Criteria Creep Factor 1 5 Bearings S 8 K are a rigid surface. TCDL: NA psi Bearings S & K require a seat late. Soffit: 2 00 BCDL: NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.567 9 p Load Duration: 100 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.801 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI. 0 411 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration, NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 - 542 E - F 0 .1497 Lumber B- C 0 -1367 F- G 0 -1492 C-D 0-1761 G-H 0 -1480 Value Set. 13B (Effective 6/1/2013) D - E 0 -1766 H • 1 0 - 521 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 ens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC R • O 1072 0 O - N 1763 0 O-P 1641 0 N-M 1492 0 Plating Notes P- O 1766 0 M- L 1073 0 All plates are 3X3 except as noted f Additional Notes Maximum Web Forces P'r Ply (Ibs) Webs Tens.Comp. ,Webs Tens. Comp 2x6 #3 HEM -FIR or better continuous strongback A - S 0 -786 E - N 45 561Attachtoeachtrusswhereshownwith3.1 Od Box or Gun nails (0. 1 28"x3", min.). Strongback material to A • R 864 0 M - H 687 0 be supplied by erection contractor. +t ilp R - B 0 - 847r H - L 0 - 876 Truss must be installed as shown with top chord up. %0 FLF 4 p B - O 468 p L - I 831 0 n O - C 0 •435 I - K 0 - 769 ATE 0: Q OWDOX NAZ- I2/osrzo l i WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faf ricatin h ndlin99 shippin in. tall' and brad Refer to and follow the latest edition of SCSI (BuildingComponenSafetyInformation, by PI an 'S CA) fbi saffety {radices prior to perfo ming these functions. Installers shall provide tempurabracinggpeerSCSI, Unless noted olherwise,top chord shall have pro . rN attached structural shgathing and bottom chord shall have a pro2errY attached rigid ceilin .Locations shown for permanent lateral restr int bf webs shall hav br cinc instalied pfr BC51 sections 63, B7 or B10 as app ica a App y Dlates to each face of truss and position as shown above and on tt a Joint Details, un ess noted otherwise Refer to ALPINEdrawings160A•Z for standard plate positions Alpine, a division of ITW Buitddl1n3 omponrnts GT Inc. shall not be re6pons'ible for any deviation from this drawin any failure to build the •,,,,, c truss in nformance with AN51lf 1 1, or or handlirlI shippmq, mstallatiCon ani bracing of,trussfsA?eal on that dr wi g or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance Of pro assionar en meering responsibility so elv or the desi n shoWn. The suitability Suite 150anduseofthisdrawingoranystructurestheresponsibilityoftheuildingDesigrterpeANSIffPI15$c.2. For,more information see this ob's genWal notes page and these web setev ALPINE: www.al meow corn: TPI www.t inat Or . SBCA• www.abcindus .com• ICC: www.eccsafe.org Orlando FL, 32837 Job Number. N330121 I Ply: 1 1FROKALS SEON: 15281 / T29 SY42 I Cust: R8975 JRef: 1W6189750068 TEENBLDR,9A6/9A7,219MA/219TA1219SE,Ot/,R/Ol Oty.1 DiwNo. 339.17.1432.38460 Truss Label: FT4GE KM / DF 12J0512017 1'7"8 1 14'10"8 1-7"8 1 137 P5 1'6"12 1.4" --1 TYP) 3X4 1112X4 A D E F G H I J K M AA Z X W V U T S R O O 1112X4 = 3X3 1112X4 14'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,12I in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or'=PLF TCLL. 40.00 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: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.001 G 999 360 O. 361 / 37 / 31 /. /. / 178 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 G 999 240 Wind reactions based on MWFRS BCDL: 500 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B - - O Min Big Width Req = - Des Ld: 55.00 EXP. C HORZ(TL).-0.001 B Bearing AA is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5TCDL: 4.2 psi Members not listed have forces less than 375# Soffit: 2.00 BCDL: 3.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.443 Maximum Gable Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std- 2007 Max BC CSI. 0.030 Spacing 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.117 Gables Tens Comp. Gables Tens. Comp. Loc from endwall: Any FT/RT:20(0)/10(0) D - X 74 - 455 H - T 69 - 507 GCp1: 0.18 Plate Type(s). E - W 68 -471 I - S 69 -474 Wind Duration: 1.60 WAVE VIEW Ver. 16.01.00E.0420.20 F - V 69 -508 J - R 71 -439 Lumber G - U 69 - 528 K - O 82 - 424 Value Set. 13B (Effective 6/112013) 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 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 271 pit at 0.00 to 396 pit at 688 14 TC: From 396 pit at 6.88 to 396 pit at 775 t S F A14ia TC: From 396 pit at 7.75 to 271 pit at 14.63 BC: From 30 plf at 0.00 to 30 pit at 14.63 OO • _ • •009 1/ Plating Notes 3 • All plates are 1.5X3 except as noted.S , O. Q e V4 • Wind • y, 1S i CWindloadsbasedonMWFRSwithadditionalC8Cs member design. z i AT E Additional Notes s ,pA • •: Truss must be installed as shown with top chord up.. 1_ •••; C ` a F ••e......•• 0278,y Sloh w 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ri tin9 h ndlin shinpin , Installing and bracin . Refer to and follow the latest edition of PCSI (BulldinnComponentSafetyInformation, byY TI ano Sf CA) f i safety ractices prior to performing these functions. Installers shall provide tern orarY bracingg peer BGSI. Unless noted olherwise,top chord shall have pro2er ' attached structural shaathin9 and bott%T hord shall hav a M er yattachedriqidceilinLovationsshownforpermanentlateralrestraintbfwebsshallhavebracnginstalledpgrBclsections $3, 7 or u10, asap Ica e. Apg y Ptates to ach face or truss and position as shown above and on the Jomt Details, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for standard pPfale positions. Alpine, a division of ITW BUrildr1 gCComponents8 G?0uuu In% shall not be responsiple for any deviation from this dr wind ag, failure to build the µm„e truss in nlormance with ANJIfTPI 1, or for handliAq shlD mo, inst Ration and braving 0t trussesA eat on th s dr8wiil or cover ag 2gOp Lake Orange Dr. Ifstin this drawing indicates acceptance of proi'esst°onal en sneering res onsibi1itty solelIyv tealthe des n shoN The su,Tatili Suite 150anduseofthisDrawingforanystructureistheresponsibilityoftheBuildingDesigAerpefANSIfTPI1S$c.2. ti For more information see this IoWs general notes page and these web sites: ALPINE: www.at ineihv.t om• TPP www 1penst or , SBCA• www.abcindus com IM www rccsare. Orlando FL. 32837 Job Number. N330121 Ply: 1 SEON: 15224 / T54 SY42 Cust: R8975 JRef: IW6189750068 TEE NBLDR ,9A6/9A7 ,219MA/2I9TA1219SE ,011,R/01 Oty: 2 FROM: JJP DrwNo: 339 17.1432 39367 Truss Label: FT5 KM / DF 12/05/2017 5,6. 7'5" 1 12.9..8 5,6, 1'11" 1 54" S T i° 50 1 Loading Criteria (psr) TCLL 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 500 Des Ld: 5500 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.00 Spacing, 24.0 " NP) 3X6 1.5X3 =3X3 =3X3 =3X3 =3X3 =3X6 A B C D E F rj N 3X4 Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA list BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc from endwall: NA I: NA GCpi: NA Wind Duration: NA M 4X4 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 " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od 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. 3X3 1111.5X3 12'9" 8 1111.5X3 =3X3 Snow Criteria (Pg,Pr in PSF) Deft/CSI Criteria Fig, NA Ct: NA CAT: NA PP Deflection in Ioc Udell L/# Pf: NA Ce: NA VERT(LL): 0 075 C 999 360 Lu: NA Cs: NA VERT(TL): 0.148 C 988 240 Snow Duration: NA HORZ(LL): 0.019 B - HORZ(TL): 0.037 B Code I Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.493 TPI Std: 2007 Max BC CSI: 0.729 Rep Factors Used: Yes Max Web CSI: 0.346 FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 s V••je li ,Q :• ; ATE OF 9p; .••' OR pP•.a6_ 0 278 ss ONAI 12/05/2017 4X4 11122X4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W N 696 /- /- /- /- /40 G 699 /-/- N Min Brg Width Req = 1.5 G Min Brg Width Req = - Bearing N is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 0 -472 D-E 0 -1113 B-C 0-1120 E-F 0 -455 C-D 0-1309 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M-L 912 0 J-1 1309 0 L- K 1309 0 I- H 900 0 K - J 1309 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-A 0 -672 D-1 0 -391 A- M 723 0 E- H 0 - 706 M- B 0 -699 H- F 727 0 L-C 0 -354 F-G 0 -677 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in labricatin9 handling, shipping. installing and bracing. Refer to and follow the latest edition of SCSI IBuildintSafetyInformation, by TPI and'SBCA) f8i safetypractices pnor to performing these functions. Installers shall provide terhporar SCSI. Unless noted olherwise,top chord shall have properly attached struclural shoathinq and bott2rrl chord Shall hav a prole I id ceiling. Locations shown for ermanent lateral restraint 81 w bs shall have brauna nslalled p r BCSI s ctions $3, %7 or BtOY e. ApDTy Plates to ach face o truss and position as shown aye and on the Joinfdetails, unless note otherwise. Refer to 6OA- Z for standard Pate positions. a division of more information see notes page and these web sites: TPI: failure to buildthe n. Thor e sitabilityALPINEN+ nwmwwv+ r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON. 15225 / T56 SY42 Cusl: R8975 JRel: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/OI Oly: 8 FROM: JJP DrwNo: 339.17.1432.40287 Truss Label: FT6 KM / OF 12/05/2017 5'6" 7'8" 11'11" r 5'6" .+. 27 ' i 47 4 ' t- 2'6" TYP) 3X6 1.5X3 =3X3 =3X3 1111.5X3 =3X3 =4X6 A B C D E F I ((1IIIkVAr\'Vkj, i „ 11,11" Loading Criteria (pst) Wind Criteria Snow Criteria (P9,PI in PSF) Def11CSI Criteria Maximum Reactions (Ibs) TCLL: 40,00 Wind Sid: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.101 J 999 360 M 649 / - / - / - / - 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.190 J 714 240 G 649 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 B - M Min Brg Width Req = 1.5 Des Ld: 55.00 EXP. NA HORZ(fL): 0.051 B G Min Brg Width Req = - NCBCLL: 10.00 Mean Height: NA It TCDL: NA psi Code / Misc Criteria Creep Factor. 1.5 Bearing M is a rigid surface. Soffit: 2.00 BCDL: NA psi Bldg Code: FBC 2014 RES Max TC CSI 0.744 Bearing M requires a seat late. g p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.830 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA R Rep Factors Used: Yes Max Web CSI: 0.317 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I. NA GCpi NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -88 D - E 0 - Lumber B- C 0 -988 E- F 0 -442442 C- D 0-1097 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 02 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs4x2SP #3 Lumber value set "138" uses design values L - K 824 0 J -1 1097 0 approved 1/30/2013 by ALSC K - J 1100 0 1- H 843 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 # 3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens. Comp. Attach to each truss where shown with 3-1 Od Box or Gun nails (0 128"x3",mm.). Strongback material to A - M 0 -630 E - H 0 -637 be supplied by erection contractor. A - L 665 0 H - F 628 0 Truss must be installed as shown with top chord up L - B 0 -647 F - G 0 -615 I - E 492 0 J * :* i • i • ssATE0 Q 9 ; per•. , F OR`pP•.•k, 0278NAIV 12/05/ 2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fa bn tins, h ndlin9 ship In ,installing and bract Refer to Tnd follow the latest edition of SCSI (Buildin t SafetyInformation, by TIr1 an0 SCA) rot saie7y ractices prior to perfo ming these unctions. Instal ers shall DDrowde terhpora r BCSI. Unless noted olherwise,top chord shall have pro el attached structural sheathing and bott%n chord §Ball have a prope cl ceilingocatlonsshownforermanentlateralrestrSlnt61websshallhavebragnginstalledpfrBCSIsections $3, B7 or I I , e. A g y plates to each face o truss and position as shown above and on the orn Details, un ess noted otherwise Refer to 60A-ZIrstandardplatepositions. not his drawin a failure to build the on thi dr w i g or cover page Le desj.gn shown. The suitability ALPINE TPI: mrrwc • 2400 Lake Orange Dr. Suite 150 Orlando FL, 3: Job Number. N330121 Ply: 1 SEON: 15279 / T47 SY42 Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,Ot/ ,R/01 Oly. 1 FROM: ALS DrwNo: 339.17.1432.41597 Truss Label: FT7GE KM / DF 12/05/2017 1'7"8 3'1" 4'3"8 s 7 8" 611 ' F 1 3 8 s 78 toll" , 141'7"8 1'5"8 1'2"8 1'2'8 1 2 8 t 2"8 12"2' 8 1 8 f'-7 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL- 000 BCDL 5.00 Des Ld 5500 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.00 Spacing: 24 0 " Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Sot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set •'138" 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 251 pit at 0.00 to 376 pit at 6.88 TC: From 376 pit at 6.88 to 376 pit at 11.79 BC: From 10 plf at 0.00 to 10 plf at 11.79 Plating Notes All plates are 1.SX3 except as noted. Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes See ANSI/TPI 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 DRAWING TO ALL not T 1 L TYP) 3X4 1112X4 A B C D E F G H I J 1112X4 =3X3 Wind Criteria Snow Criteria (P9,P1 in PSF) DefI/CSI Criteria Maximum Reactions (Ibs), or •=PLF Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W K• 346 / 37 / 31 /- /- / 143Speed: 150 mph Pt. NA Ce: NA VERT(LL): 0.003 H 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 H 999 240 Wind reactions based on MWFRS Risk Category: II Snow Duration: NA HORZ(LL)- -0.000 B - K Min Big Width Req = - EXP. C HORZ(TL):-0.000 B Bearing T is a rigid surface. Code / Misc Criteria Mean Height: 15.00 it Creep Factor: 1.5TCDL: .2 psfBCD3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.471 Members not listed have forces less than 375# MWFRS MWFRS Parallel Dist h/2 to h TPI Std: 2007 Max BC CSI: 0.029 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.122 Loc. from endwall: not in 36.00 ft FT/RT:20(0)/10(0) C - R 63 - 391 G - N 56 - 498 GCpi: 0.18 Plate Type(s): D - 0 59 -441 H - M 79 - 521 VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE E - P 57 -469 I - L 64 -412 F - O 56 - 499 W1 a VATE OF ary90i•'••FC 0R\VP.%ate i ••........ o27s's`r„NA rnlrlotuu 12/O5/2017 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. S-B 89 -417 INCLUDING THE INSTALLERS I.Refer to and follow the latest edition of 13CSI (Building ning these IuncUons. Installers shall uurovlde terhpora aural sheathing and bottortrt shord liall have a propertavbreqnc1nsfledprBG51$e Uons Q3, 87 or 81 , n Ie Jo.r. Calls, unless notl'd Otnerwtse. Refer to failure to buildthe or he suitability A IPL NEand these web TPI: mnwcaoa, 2400 Lake Orange Dr. Suite 150 Orlando FL. 3: Job Number. N330121 Ply: 1 I SEON: 15226 / 750 SY42 I Cusl: R8975 JRef: 1 W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/01 Oly: 1 FROM: JJP DrwNo: 339.17.1432.42610 Truss Label: FT8 KM / DF 1W05/2017 T co 1 Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld' 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing. 24.0 " 1'7"8 1'7"8 f— 1,6"12 -+- 1,4" —{ TYP) 11'10"4 10212 3X4 1112X4 A J Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA R TCDL: NA psf BCDL: NA list MWFRS Parallel Dist: NA 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 02 SP #2 N Webs 02 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1 SX3 except as noted. Additional Notes See ANSI/TPI 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. K I 11'10"4 Snow Criteria (P9,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF 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): 0.000 B 999 360 T 77 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0 000 B 999 240 K• 108 / - / - / - / - / 135 Snow Duration: NA HORZ(LL): -0.000 B - - T Min Brg Width Req = 1.5 HORZ(TL): -0.000 B K Min Brg Width Req = - Code I Misc Criteria Creep Factor: 1.5 Bearings T 8 T are a rigid surface Bldg Code: FBC 2014 RES Max TC CSI: 0.124 Bearing T requires a seat plate. TPI Std: 2007 Max BC CSI. 0.026 Rep Factors Used' Yes Max Web CSI: 0.032 Members not listed have forces less than 375# FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 t O. 648 t: e e y• AT 9pt•'••: OR pP•••`C k' 4 0 278 NAu - 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabncatin9g h ndfngg. shi pin , installing and bracing. , Refer to and fellow the latest edition of BCSI (BuildinComponentSafeyInformation, by TPI anD S CA) Ibr sate radices prior to performing these functions. Installers shall provide temporabracinDerBGSI., Unless noted o)iherwise,top chord shall nave prof l attached structural sheathing and boll hord shall hav a pro2erattacht7nidceilinLocabonsshownforermanentlateralrestraintbfwebsshallhavbrcinnslelledprBcldlons63, 7 or Bt , as app ical e. Appplgy VHs to each face oftruss and position as shown above and on the Joint9details, unless note dotherwise. Refer to ALPINEdrawings160A-Z I standard plate positions. Alpin a division of ITW B itdl'niCom n nts8 Grppupp In .,shall not be resuGonslble loran deviation from this dr win a failure to build thetrussinconformancewdh N51/TPI t o or hanClIn stliDpm , mstallabon and bracing yol trussesA seat on ih s dr'w i or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance pf pro essnonal en sneering es onsibllity solely for the desi n shon. The sui(abili Suite 150andQseofthisDrawingforanystructureis [ne responsibilit of the Building Desigiier perrANSI/TPIMan ry For more information see thisjob's general notes page and Ume web saes: ALPINE: www.el ineilw com; TPI www. lil.or : SBCA: www.sbonduS .tom• ICC: www iccsafe Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15227 / T60 SY42 Cusl: R8975 JRef: 1W6189750068 TEENBLDR .9A6/9A7 ,219MA/219TA1218SE ,01/ ,R/OI Oly. 1 FROM: JJP OrwNo: 339.17.1432.43620 Truss Label: FT8 I KM / OF 12/05/2017 5'6" 7'0"3 111 11 56" 1'6"3 4'1 "8 Loading Criteria (psi) TCLL' 40.00 TCDL' 1000 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.00 Spacing: 24.0 " Il 2'6" --I NP) 3X6 1.5X3 =3X3 =3X3 III1.5X3 =3X3 =3X6 A B C D E F of rams 3X4 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category' NA EXP: NA Mean Height. NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA 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 02 SP #2 N Bot chord 02 SP #2 N Webs 02 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 03 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. G 1112X4 11,11,11 Snow Criteria (Pg,P1 in PSF) Detl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT: NA PP Deflection in loc Uden L/f/ Loc R / U / Rw / Rh / RL W Pf. NA Ce: NA VERT(LL): 0.069 C 999 360 M 605 / - / - / - / - 4.0 Lu: NA Cs: NA VERT(fL): 0.126 C 999 240 G 608 / - / - / - / - 5.7 Snow Duration: NA HORZ(LL): 0.017 B - M Min Brg Width Req = 1.5 HORZ(TL): 0.032 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings M 8 G are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.528 TPI Sid: 2007 Max BC CSI: 0,709 Members not listed have forces less than 375it Rep Factors Used: Yes Max Web CSI: 0.290 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 - 397 C - D 0 - 964 WAVE VIEW Ver: 16.01.00E.0420.20 B - C 0 -892 D - E 0 -957 4 s is 0ATE 0• NO 278'%,,,,5/pNAI 12/0srz017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 768 0 J -1 964 0 K- J 966 0 I- H 750 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp M-A 0 -580 E-H 0 602 A- L 608 0 H- F 4 0 L-B 0 -5W F-G 0 -578 I - E 414 0 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 hh ndlin9 shin In installing and brawn Refer to and follow the latest edit) n of BCSI ( BuildiFComponentSfetyInformation, by TPI anO S CA) fbi safetpy ractia:s prior to performing these tuncbons. Installers shall provide terhpor a bracing egB SlI- Unless noted otherwise:top chord shall ave proper attache structural shea_Ot4m and bpogtl% yh ordct*ons h3vtf ooBattachgantffidceihnalocationsshownforermanentlateralrestraintbfwebsshallhavebrJcinfinsfilledrCSseasappicee. Apply,- rtes to each Lace o truss and position as shown above and on the oin Details, un ess noted otherwise. Refer ALPINE drawings16OA-Z for standard plate positions Alppin a division of ITW B11IId1nggCCoin gntgGrOuu Inc. shaln t be re ponsible for an deviction from this r8wino ar1Y (allure tobuild the rOssincon( rmancewithAN51lfPI1orndnAashiupinainstallatOnandbrawnypyoofirussesAeelonthisdrawingorEoverpae2400LakeOrangeDr.listing thisSrawinindicateacceptefproTessionaen Inerin9repossibilitysolely or the desl n Shown. The suitability Suite 150nd guse of this rawingforanystrreIstheresponsibilityotheBuildngDesignerpefANSI/TPI 1 S c.Z. Fw more inlormaGon see this oD'a enerel notes a aM Nese weD seer ALPINE. www al inenw coin• TPI• www t msl or SBCA www abfGnOus tom' ICC: vrww iccsete.Oro Orlando FL, 32837 Job Number 975 TEENBLDR 9A6/9A7?219MA/219TA/219SE.01/,R/01 I Oty: 2 IFROM: JJP28 / T48 SY42 Dr No,833917.143244 03 Truss Label: FT10 Loading Criteria (psr) TCLL: 40.00 TCDL- 10.00 BCLL: 0.00 BCDL• 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soft: 200 Load Duration: 1.00 Spacing: 24.0 " T 10 II Wind Criteria Wind Std- NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL: NA psi BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 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 Additional Notes Truss must be installed as shown with top chord up 3'9"4 3'1 "12 5'8" 7'5" 2'0"4 118 1'9"4 1119" 17'12 - 04 m 3X4 1.5X3 1111.5X3 1111 5X3 1111.5X3 =1.5X3 A B C D E e 3X4 7'5" 3X4 Snow Criteria (Pg,Pr in PSF) Pg: NA CI: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc UdeO L/# VERT(LL): 0.085 C 965 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL K 400- Lu- NA Cs' NA VERT(TL): 0.139 C 590 240 G 391- Snow Duration: NA HORZ(LL): -0.031 E - K Min Brg Width Req = 1.5 HORZ(TL):-0.069 E Creep Factor: 1.5 G Min Brg Width Req = 1.5 Bearings K & G are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.669 W 14.0 3.0 TPI Std: 2007 Max BC CSI: 0.588 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.246 Maximum Web Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Webs Tens.Comp. Webs Tens. Comp Plate Type(s), K- A 0 -419 H- E 482 0 WAVE VIEW Ver. 16.01700E.0420.20 A - J 516 0 E - G 0 -402 C ss .p :• FATE OF Q 0 27N;,,Y/0WA1. 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire extremereme care in fabricating, handlingg shipping installing and bracing , Refer to and follow the latest edition of BCSI (BuildingtSafeInformation, b PI and BCA Tbi sae iadlces poor to perfo mmg these unctions. Installers shall nrowde to pora BCSI Unless noted o erwile,top chord shall have property ariached structural sheathing and bottom hord shall hav a properl e'ling. ya s toeachltfaceo tnrssandt lateral reslralnl bf webs shall have bracjng installed pfr BC Olt sections $3, 7 or B10y ppTy p e position as shown above and on the Join Details, un ess noted therwlse. Refer to 60A-Z for standard plate positions shall not I rI 1, or ror nandnn snppin , Inst gaucacceptanceofProesslonalen neer any structure is the responsibill of the ral notes page and these web sites: ALPINE' www his drpwtrl arx, failure to build theonthlGrwiriqorcoverpae Le design shown. The suitability A LPIN Maw( p.Wfr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON. 15229 / T45 SY42 Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty' 3 FROM: JJP DrwNo: 339 17.1432 45437 Truss Label: FTi 1 I KM / OF 12/05/2017 1'3"12 -- a 4X4 a 1.5X3 1113X6 A B T m T Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL' 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ff NCBCLL: 10.00 TCDL: NA psf Soft: 2.00 BCDL NA psi 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: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 3'1Vp6" H IIII.5X4 CD Ty i i 3'11 8 -i Snow Criteria (Pg.Pf in PSF) DefllCSl 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): 0.066 B 625 360 G 215 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TQ: 0.103 B 403 240 D 204 / - / - / - / - / 3 5 Snow Duration: NA HORZ(LL): 0.072 C - - G Min Brg Width Req = 1.5 HORZ( fL). 0.111 C D Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings G & C are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.402 TPI Sid: 2007 Max SC CSI: 0.420 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0 021 FT/ RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 a • s ATE • hIk o•• :• ; ao z7s .,,,.A, NAIL I z/o5ao ( 7 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ru pes require extreme care in fabricating9, hh ndlingg, shipp g in$talling.and bracing Refer to and follow the la est e iti n of SCSI (Buildmgggg omonen[ Safe Information, by TPI an o S CA fbr safe Practices prior to perfo mmg these functions. Installers s al pDrovide to porarY bracin uer BCSI. Unless noted olherwise,top chord shall have pro attached structural shpathin9 and bottorl Jaehall hav a property attach d n rd cedin Locations shown for rmanent lateral restraint bf w bs shall have br8un installed per BCSI sections 93, 7 or 81 asa .p icafe. Apply u%ales to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE 11drawings160A-Z for standard plate positions. A LPI N E AlainadivisionofITWBSIId1nqCComnsgnisGr4uDIntshIInotberespponsipleforandeviationfromthisdrwins% a failure to build the mrrwc tnissencoofprmancewith N51lfPl 1 po for handling shiupmq, metgllatrOn and bracing of trussesA eat on th; dr3wrXg or over page ygOp Lake Orange Dr. listinggthis $rawin indicates acceptance of proTessionaf en ineerinq responsrbrlittyy solelyor the deer n shown.he suiwbiliy and 0se offft this yawing for any structure is the responsibilit ol the Building Oesigrler pe ANSIITPI 1 S$c.2. Suite 150 For more inrormaoon ase Ihia' b's nerel norsa a s arW mesa weD s tee: ALPINE: www at ' iNr coin: TPI www ' st or ; SBC: www.sbdrwus .coin; ICC vrwvi xcsar0 Ora Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15269 / T38 SY42 Cust. R8975 JReI: IW6189750068 TEENBLOR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/OI Oty 1 FROM: ALS DrwNo: 339.17.1432.46437 Truss Label: FT11A KM / OF 12/05/2017 8 3'11" 1-3.12 --{ 24X4 1 5X3 A B C D E T T 1 i F I 1 ({ IU1.SX3 63X4 a3X3 m3X4 i- 711"8 i 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 n 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: 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 4x2 SP 02 N Sot chord 4x2 SP #2 N Webs 02 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 781 plf at 0.13 to 781 plf at 2.67 TC: From 210 plf at 2.67 to 210 plf at 3.96 BC: From 10 pif at 0.00 to 10 pll at 358 TC: 2444 lb Conc. Load at 2.79 Plating Notes All plates are 3X6 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# PI: NA Ce: NA VERT(LL): 0.012 C 999 360 Lu: NA Cs: NA VERT(fL)- 0.032 C 999 240 Snow Duration: NA HORZ(LL). -0.001 D - HORZ(fl):-0004 D Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI. 0.590 TPI Std, 2007 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.568 FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver. 16.01.00E.0420.20 A 0 27a,/QWAL iC 1l Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W 1" 1359 138 / 31 / - / - 143.0 E 4 /135 /5 /- /- /3.5 E / 135 Wind reactions based on MWFRS I Min Brg Width Req = - E Min Brg Width Req = 1 5 Bearings I & D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - 1 75 - 608 C - G 125 - 2449 H-B 172-1144 D-F 75 -617 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabri ling, h ndlin shin in ingtalling and bracin Refer to and follow the latest edition of SCSI (Building Safety Information, by T I and S CA) f r safetpy iadices prior to perloigming these functions. Installers shall Drovide temporary BCSI._ Unless noted o herwise,top chord shall have pro attached structural shgathmg and bottom S ord Shall have a pro2er id ceiling Locations shown for ermanent lateral restraint 6f webs shall hav braecingg nslalled pfr 8c51 Is B3, B7 or B1e._ App?j plates to each lace. otptruss and position as shown above and on t ie Join details, un ass noted otherwise. Refer to his drgwing1 an failure to build the on thi drBwiXg or over paL(Qgs qn shown. 4TgQhe suififtyALPINE Hmvmsw+ r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330121 Ply: 1 SEON. 15230 / T52 SY42 Cusl: R8975 JRe1: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .Ot/ ,R/OI Oly: 1 FROKRDP DrwNO: 339.17.1432.47357 Truss Label: FT12 I KM / DF 12/05/2017 Loading Criteria 1psq Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL, 10.00 TCDL: NA list 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: 138 (Effective 611/2013) Top chord 4x2 SP #2 N Bol 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 100 pll at 0.00 to 100 pff al 0.50 TC: From 210 plf at 0.50 to 210 pit at 3.63 BC: From 10 plf at 0.38 to 10 plf at 3.75 Additional Notes Truss must be installed as shown with top chord up. IMPORTANT" FURN revire extreme care in labnenlSafetyInformation, by 1 Der BGSI, Unless noted oMi a rigid ceiling. Locations she cadre. Apply utates to each Is 160A-Z for standardlpate acodnformancewth }iiNSI PI thisof Indicates act e o// this cawing for any information see this mWs e•neral ni 1'10"8 3'4"8 3'9" 1'10"8 1'6" 4" H 1° 1113X6 III3X6 1113X6 =1.SX3 A B C D T 1 III1 5X3 =3X3 F m 3X4 i 3'9" Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell L/# LOC R / U / Rw / Rh / RL / W A 346 / • / - / - / - / 3.5Pf: NA Ce: NA VERT(LL): 0.066 C 602 360 Lu: NA Cs: NA VERT(TL): 0.104 C 383 240 F 394 / • / - / - / - 13.0 Snow Duration: NA HORZ(LL): -0.046 G - A Min Brg Width Req = 1.5 HORZ(TL):-0.072 G Creep Factor: 1.5 F Min Big Width Req = 1.5 Bearings A 8 F are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0,642 TPI Sid 2007 Max BC CSI: 0.414 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.201 Maximum Web Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Webs Tens Comp. Plate Type(s): D - F 0 - 579 VIEW Ver. 16.01.00E.D420.20WAVE a* * a* o :•WA Z pt••;cC 0RYQt-*\e 4''a 0 278%y, s OWAI_ i vvr irtrrolwuW 12/05/2017 ALL CONTRACTORS INCLUDING THE INSTALLERS IInstalling and bracing. , Refer to and follow the latest edition of 13CSI (BuildingracticpesrNpriortoperformingthesefuncttiions. Installers shall provide temporraerry1yestrint61websshstructurallraanqlnstaaleddpfiBGSIord f% ns 3r 7 oroB1 Q as shown above and on Ile JoinrDetails, un ess note otherwise. Refer to II not be re ;Donsible for any deviation from this drpwins an failure to build the TinstplIat9nandbracingoftrussesApealonthr5drwiXofcoverpagerr en sneering responsibility sole) Igor the desi n sho n. The suitability ibilil of the Building Desig er pe ANSIfrPI 1 5$c.2. ALPINE. www.alpmeirw can, TPI: www.tpinsl.ag: SBCA www abandus" com; ICC: www.tcrsai ALPINE t7WMrn 2400 Lake Orange Dr. Suite ISO Orlando FL. 32837 Job Number. N330121 I Ply: 1 I SEON• 15297 / T57 SY42 I Cusl:R8975 JReI: W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oly. 5 FROM: JJP DrwNo: 339.17.1432.48150 Truss Label: FT13 KM / OF IV05/2017 Loading Criteria (psi) TCLL. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure. NA Category, NA EXP: NA Mean Height: NA R TCDL: NA psi BCDL: NA psf MWFRS Parallel Dist: NA 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 Sot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up. 3X4 1.5X3 1112X4 A B D 1.5X3 1112X4 1 1-11'4 --i Snow Criteria (Pg,PI in PSF) DefI1CSl Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PI: NA Ce: NA VERT(LL): 0.001 B 999 360 D 100 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.001 B 999 240 C 100 /.- Snow Duration: NA HORZ(LL): -0.000 B - D Min Brg Width Req = 1.5 HORZ(fL):-0.001 B C Min Brg Width Req = - Code / Misc Criteria Creep Factor: 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.149 Bearing D requires a seat plate. TPI Std: 2007 Max BC CSI: 0.036 Rep Factors Used. Yes Max Web CSI: 0.018 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420 20 ATE c.••,'t OR OP•.•`k, a0 2 s'/OWA1. V,,+ 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of ri P1 1, or for r acceptance any structure as shown above ano on failure to buildthe The suitability 1, 1116161 ALPINE Nmvmwwwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15311 / T19 SY42 I Cust: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE .01/ ,R/01 Oy. 1 FROM, ALS DrwNo• 339.17.1432.48890 Truss Label: FT13A I I KM / DF 12/05/2017 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind SW: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL- 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP. C Des Ld: 55.00 Mean Height: 15.00 it 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: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" 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. Fasten rated sheathing to one face of this frame. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 251 pit at 0.00 to 251 plf at 1.81 BC: From 10 plf at 0.00 to 10 plf at 1.81 TC: 390 lb Conc. Load at 0.00 TC: 2023 lb Cone Load at 1.69 Plating Notes All plates are 1.SX3(R) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Truss must be installed as shown with top chord up. IMPORTANT'* FURNISH THIS DRAWING these web saes: 1112X4 01.5X3 1111 5X3 1113X3 A C T1 m l F 1.SX3 D 1112X4 101.5X3 1113X3 IT- 1.912 ---I Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PC NA Ce. NA VERT(LL): 0.005 C 999 360 F- 1592 / 33 / 53 /- / - Lu: NA Cs: NA VERT(fL): 0.015 C 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.111 C - F Min Brg Width Req = - HORZ(fL): 0.341 C Bearing F is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bearing F requires a seat plate. Bldg Code: FBC 2014 RES Max TC CSI. 0 358 21.8 TPI Sid' 2007 Max BC CSI: 0.893 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.702 Maximum Web Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Webs Tens.Comp. Webs Tens. Comp. Plate Type(s). A - F 45 - 712 C - D 51 -1076 WAVE VIEW Ver 16.01 OOE.0420.20 D - C 17 -1054 o't VATE OF 12/05/2017 ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of PCSI (Building Instarrl lersssg shall nnrovtde terhporarrY poen BG51 sr cUons Q3,7 orr10 rneess note otherwtse. Refer to TPI. www his drawing an failure to build the on this draws Ig or cover page e desMn ^hovsn. The suitability ALPINE NEM" wCownVn 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330121 I Ply: 1 I SEON: 15309 / T58 SY42 I Cusl: R8975 JRef: 1W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oly. 1 FROM: ALS DrvNo. 339.17.1432.49713 Truss Label: FT138 KM / DF 12/05/2017 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP. C DDes Ld. 55.00Desd.: Mean Height: 15.00 It 00 TCDL: 4.2 psf Soffit: 200 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP 03 W4, W5 4x2 SP #2 N: Lumber value set "1313" 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. Fasten rated sheathing to one face of this frame. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 461 pit at 0.00 to 461 plf at 1.81 BC' From 10 plf at 0.00 to 10 pit at lei TC: 246 Ib Conc. Load at 0.00 TC: 968 lb Conc. Load at 1.69 TC: 1434 lb Conc. Load at 1.81 Plating Notes All plates are 1.5X3(R) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. Pf6 I 1112X4 1.SX3 1111.5X3 1114X4 A C D 11104 F III 5X3 1 SX3 III2X4 r-1114----- i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc UdeO U# Pf: NA Ce- NA VERT(LL): 0.008 B 999 360 Lu: NA Cs: NA VERT(TL): 0.022 B 724 240 Snow Duration: NA HORZ(LL): 0.191 C - - HORZ( L): 0.526 C Code / Mist: Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.432 TPI Sid: 2007 Max BC CSI: 0.814 Rep Factors Used: Yes Max Web CSI: 0.873 FT/RT•20(0)/10(0) Plate Type(s): WAVE i VIEW Ver: 16.01.00E.0420 20 1p,S 00 Oa• 00 1 ,p ; VATE OF 6' a ic ••:c O R000.0** ' 0 278 *",`r ONAI 12/05/2017 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W F 518 /127 /70 /- /- /7.3 D 3147 /103 /26 /-/- Wind reactions based on MWFRS F Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - F 55 - 591 C - D 71 - 749 D - C 16 - 2075 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme wre in labn. tin9, h ndlin shipping installing and bracong. Refer to and fgllow the la es t edition of SCSI 1Building f Safery Information, byY TPI ano S CA) f) safety practices prior to performing these functions. Installer shall provide terhpora BGSI.. Unless noted olnerwise.top chord shall have prooerN attached structural sheathing and bottom or d shall have a pro epidceilinggLocationsshownforpermanentlateralrestraintbfwebsshallhavbracinginsjiledpgrBCIsections93, B7 or Ell , e._ AppTv D ales to each face 0 truss and position as shown above and on tI a Joint etaits, un ess noted otherwise. Refer to a division of n rl 1, or for n acceptance any sructure shall not failure to build the I or cover pa e n. The sui bil)ty ALPINE Hmvorw.r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330121 Ply: 1 SEON: 15232 / T61 SY42 Cust. R8975 JRef: 1 W6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oty. 1 FROM, JJP DrwNo: 339.17.1432.50673 Truss Label: FT15 I KM / DF 12/05/2017 Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL- 5.00 Category: NA Des Ld 55.00 EXP• NA Mean Height: NA ft NCBCLL: 10.00 TCDL. NA psf Soft: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 02 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" 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. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. IMPORTANT— FURNISH THIS any A 3'10" 1112XX4 E 1112X4 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or •=PLF 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): 0 000 B 999 360 H 69 / - / - / - / - / 6.2 Lu: NA Cs. NA VERT(TL): 0 000 B 999 240 E• 102 / - / - / - / - 139.8 Snow Duration: NA HORZ(LL). 0.003 D - H Min Brg Width Req = 1.5 HORZ(TL). 0.005 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 1.5 Bearings H & H are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.129 TPI Sid 2007 Max BC CSI: 0.024 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0.011 FT/RT:20(0)/10(0) Plate Type(s): WAVE i VIEW Ver: 16.01.00E.0420.20 J • ii i • i • o :• ATE 0; • e ao 278 TONAL V i+rtiruuw tw 1f 12/05/2017 ALL NOTES ON THIS DRAWINGI LL CONTRACTORS INCLUDING THE INSTALLERS installinq and bracing. _ Refer to and follow the latest edi tan navy pro7in3, or 1 , iervvise Refer to A LP I N E failure to buildtheN,m„m,,•. 4There, 9e ility 2400 Lake Orange Dr. Suite 150 ry tom ICC: wwwJ=afe Ora Orlando FL, 32837 Job Number. N330121 Ply. 1 SEON: 15234 / T36 SY42 Cust: R8975 JRef: IW6189750068 TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/ ,R/Ot Oy: 1 FROM: JJP DrwNO: 339.17.1432.53113 Truss Label: FT14 I I I KM / OF 12/0512017 Loading Criteria (psi) TCLL: 40.00 TCDL: 10,00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " T 1 Wind Criteria Wind Sid: NA Speed. NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL' NA psf BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA R Loc from endwall, NA I: NA GCpr NA Wind Duration NA 3' 1 5'2" 4 1 6'11"4 3' 2'2"4 119" F 8i 2,6" -{ f-- 1112 -- 3X6 =3X3 1111.5X3 = 06 A B C D Lumber Value Set- 13B ( Effective 6/1/2013) Top chord 4x2 SP # 1 Bot chord 4x2 SP # 1 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 pif at 6.94 BC: From 10 pIf at 0.00 to 10 plf at 6.94 TC: ISO lb Cone. Load at 0 08 TC: 204 lb Conc. Load at 2.08. 4.08, 6.42 TC: 419 lb Cone Load at 5.92 TC: 346 lb Conc. Load at 6.81 Additional Notes Truss must be installed as shown with top chord up. IMPORTANT'* FURNISH THIS DRAWI any 3X4 5AAI 6' 11 " 4 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 / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.030 G 999 360 1 509 / - ! - / - / - 173 Lu: NA Cs' NA VERT(TL): 0.050 G 999 240 E 1146 / - / - / - / - 140 Snow Duration. NA HORZ( LL): 0.010 B - I Min Big Width Req = 1.5 HORZ(R): 0.017 B E Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 1.5 Bearings I & E are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.542 Bearing I requires a seat plate. TPI Std: 2007 Max BC CSI: 0.213 Rep Factors Used. Yes Max Web CSI: 0.315 Members not listed have forces less than 375# FT/RT 12(0)/ 10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16. 01.00E.0420.20 B - C 0 .450 C - D 0 -430 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H-G 451 0 G-F 450 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-1 0 -512 F-D 661 0 A-H 381 0 D-E 0 -921 C - F 0 .423 S 000 01z ee, VrTe7, a y ATE 0, ' OA, c 0 R%OP`, w+ wtrttlutattw 12/05/ 2017 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS mgtalling and brawn .. Refer to and fgllow the latest edition of BCSI (Building raatcpesr prior to pedrfo mmg these functions. Installersshallprovide terhporraerfyry estratnt bi w¢bs spathaverbrsaunagth^sgaII J booetr BCSIsredclions Q3 7 oroB1Q as shown above and ontheJoinCetlails, unless noted othervwse. Refer to 11 not be responsible for any deviation from this dr wm a failure to build the T. mstallati pn and bracin0ftrussesAealonth dr wrX or over page tr enganegring responsibility solelyor thedesgn1hovJn. 4ihe sui Qe fifty ALPINE NE MlIIW%tbO M 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Vlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vind Speed, IV Mean Height, Enclosed, Exposure D, Kzt = 1.00 l7ri 140 mnh %Arid Sneed_ 15' Mann Melnh+. Par+lnlly Fnrincod. Fvnnc,.re n Vs+ a inn S 2x4 Brace GablVertical Splicing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B allN1 J U O S P F 1 t F flIll / B2 3' 6' 6' 0' 6' 3• 7' V 7' 4' 8' 5' 8' 9' It, l' 11' 7' 13' 3' 13' 9' 3 3' 4' 5' l' S' 5' 6' 9' 7' 3' 8' 4' e' 81 10' 7' it' 4' 13' V 13' 7' Stud 3' 4' 5' O' 5' 4' 6. 9' 7' 2' 8' 4' 8' 8' 10. 6' ll' 3' 13' V 13' 7' Standard 3' 4' 4' 4' 4' 7• 5' 9' 6' 2' 7' 10' 8' 5• 9' 1' 9' 8' 12' 4' 13' 2' S P D F L 3' 8' 6' V 6' 41 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' ll' 8' 13' 4' 13' It' N2 3' 6' 5' 9' 6' 2' 7. 1' 7. 4' 8' 5' e' 9• 11' V It' 7' 13' 3' 1 13' 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13, 8' Stud 3' S' 4' 7• 4' l0' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' l0' 2' 12'I1' 13' 8' Standard 3' 1' 4. 0' 4. 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' It' 5' 12' 3' U 41 U O S P F 1__ I F fltlI / # 2 4' 0' 6' to, 7' 2' 8' 1' 8' 5' 9. 8' to, 1' 12, 9' 13' 3' 14' 0' 14' 0' N3 3' to, 1 6' 2• 7' 2' 8' o' 8' 4' 9' 7' 9' il' 12' 7' 13, 1' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7• 8 ' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' t' 14' 0' 14' 0' Standard 3' 10' 5' 4' 5' 8' 7' 1- 7. 7' 9' 7' 9' 11' Il' 1' it, 11' 14' 0' 14' 0' P D F L N1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9• 10' 2' 12' It' 13' 5' 14' 0' 14' 0' tl2 4' 0' 6' to, 7. 2' 8' 1' 8' 5' 9' 8' to, 1' 12' 9' t3' 3' 14' 0' 14' 0' q3 3' It, 5' 71 5' It, 7' 5' 7' 11' 9' 71 to, ' 0 it, 8' 12' 6' 14' ' 0 14' 0' Stud 3' 11' 5' 7• 5' I1' 7' 5' 7' It' 9' 7• to, II' 11' e' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' ll' 5' 3• 6' 7' 7' 0' e' 11' 9' 6' 10' 4' it, 1' 14' 0' 14' 0' c5 X d U O 11 N S P F LJ flF N1 / 02 4' 5' 7' 7' 7. 10' 81 it, 9' 3' 9' e' It, 1' 14' 0' 14' 0' 14' 0' 14, 0' k3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' to, 11' 13' 10' 14' O' t4' 0' 14' 0' Stud 4' 3' 7' 1' 7' 7' 8' 10' 9' 2' 10' 6' to, 11' 13' 10' 14' 0' l4' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' to, 11' 12' 10' 13' 9' 14' 0' 14' 0' P D F L Rl 4' 8' 7' 8' 7' Il' 9' 0' 9' 5' 10. 9' It' 2' 14' 0' 14' 0' 14' 0' 14' 0' 82 4' 5' 7' 7' 7' 10' 8' it, 9' 3' to, 8' it, 11 14' 0' 14' 0' 14' 0' 14' 0' M3 4' 4' 6' 5' 6' 101 8' 7' 9' 12' 10' 7' 11' 0' 13' S' l4. 0' 14' 0' 14. 0' Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12, 10' 7' Il' 0' 13' S' l4' 0' 14' 0' l4' 0' Standard 4' 3' 5' 8' 6' V 7' 7' 8' 1' 10' 3' 10' 11' 11.11, 12' 9• 14' 0' 14' 0' About L able Truss Diagonal brace option vertical length nay be T doubled when diagonal 1g• brace Is used. Connect L f diagonal brace for 7730 •L• }I ateachendMaxwebBrCefatal length Is 14'.71( 2x6 DF-L 02 or better diagonal r t Vertical length shown braces single 8• O • ••• intableabove. or double cut w 45• ( as shown) at L 1 J • upper end. Connect di000ra nt ' ous • ring A rid nt of vertical web. Refer t0 chart a ve f e Me oVARPOG" READ AM FOJ.OV ALL eD= ON TKM OMVeb Pr OPWANTesFUIPlTHISIIRAVIIfiToALLGWRAClOItDQLD•sI TIE BUTALLERi Tws. s na,M .strew. care In fabiviteng, handling, O pi p, bIs w RNer• folio. the lapin edlaan o/ KZt < i e1Unp yrd a • rWdYqCorponentSeietl. N onetlor by Tv1 W Slw for prac• c.s prier to paria,.,h thew hnctlems. lwstallers shag Pa.W. lndq per • ATE 1s.ss noted otM.lw, top did sire Ira prop.rly attaehed strucbrel Ono and bei tomes shall lrw a properly attadvd rued ceslrlp Locations shown far pennant lateral rastreYnt of olio • shwa hew becbnp 6vteUed par rfSl sectio.r .3. e7 s am u epo—Me. holy pats to emh IIIc! •. of trnlss w paOtlsn As shown above w an the Joint D.tds, nr(.w noted othrr.W. p Refer, to dra.bngs 160A-2 far Standard p4to podNens w • p A/ pM, a dlMsion of ITV MOV Carom is Crap Inc shut not be re doom Ae for Y deviotlen O^ •• OR\O.•d Id4fl1MCDA41MJ/y vss tl•n w filluv wttronuas the ass Yn canfa ante .hh AMSI TPt L or for mvnaro O pho •••••w••00 , A sod an eNs dM" or cover pap RstYng this •seen•, ti/catrs accep4ror of prolesOaWSSIDNAL 11137231Rme/poln Dme em•Yrerhg re a lq solely for tM d.sdn sham Tlr salteY•ity w uw of this Aerlp ' 11 Su41200 for airy strucara b eh..etpa Yh o1 fiat BJ+V as4 r 1* Mm/TPI I Sect i/ 11 Ma"ndl Hooti,%MO% 63043 Far war. Worwation m fhb Job's prrra( notes ppaap w •new web Win AunmD ... tormilt.4aV Tr4 m. story SrCM msbbdustr 1 lip ...locssfe Bracing Group Species and Grades -- Group Al S race -Pine -Fir Men-Fb- rl / 412 IStandardl 0 2 Stud 03 Stud 07 Standard Doulitas Fir -Larch Southern Pbnewwo 03 r3 Stud Stud Standard Standard Group B, New - Fir rl Btr rl Dou as Fir -Larch Southern Pine ws rt n s2 r2 Ix4 Braces shall be $RD (Stress -Rated Board), sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these arades. Goble Truss Detall Notes, Void Load deflection criterion Is L/240. Provide gWft connections for 100 plf over continuous bearbV (5 psf TC Dead Load), Gable end supports load from 4. 0' outlookers with 2' 0' overhang, or l2' plywood overhang. Attach ' L' braces with 10d (0.128'x3A' min) malts. BE For, (1) 'L' brace- space molls at 2' o c. In ID' and zones and 4' oc. between zones. K Wor (2) 'L' braced space malts at 3' 04. H I end zones and 6' o4. between zones. L' bracing must be a minimum of 602 of web member length Gable Vertical Plate Sizes Vertical Len th No Splice Loss than 4. 0' 2X3 Greater than 4' 01, but 1 4X4 less than 10. 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the Mating Designer for conditions not addressed by this detar. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GABI8015 DATE 10/01/14 DRWG A18015ENC101014 T' Reinforcing Member Gable Truss Gable Detail For Let -In Verticals Truss Plate Sizes pproprlote 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 lapped plates to span the web. R. 2X4 2X4 2X8 vrovlde connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member, with End Driven Mallsn 10d Common (0.148'x Wmin) Malls at 4' oc. plus 4) malls In the top and bottom chords. Toennlled Molls, 10d Common (0.148'x3',min) Toenalls at 4' oc. plus 4) toenalls In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detall Drawings A13015051014, A12015051014, All015051014, AIOO15051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCLO A18015ENC101014, A20015ENC101014, A20015ENDI01014, A2 A11530ENCt0t0t4, A12030ENC101014, A14030ENC101014 E 141:1 A18030ENC101014, A20030ENCI01014, A20030CNDIOI a ` 511515ENC100815, S12015CNCLOOB15, S14015ENCl e 518015ENC100815, 520015ENC100815, 520015EN S c S11530ENC100815, 512030ENC100815, 514030E 100 6 1008 51 518030ENC100815, 520030ENC100815, S20030 D100 : S20ED10 15 See appropriate Alpine gable detall for mnxlny unrefh rc bl T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nart To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). 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. Veb Length Increase w/ 'T' Brace T' Relnf. Mbr, Size T' Increase 2x4 30 % 2x6 20Example- ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SIP 03 T' Reinforcing Member Size - 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length i 00 x 8' 7' = It' 2' oVARKM31M READ AMD FMLUV ALL )OISS OI THIS DRAVDIO = ^ : REF LET -IN VERToDPOtTAW= FUbQSI THIS DRAVDG To ALL COIIRACTOtS DCUAW TIE DBfAIJiRS, ATETrussesrequireetremecanhfab, ti g, handling, shbob D, hstsalne and bradhy Refer to follow W latest edition of ICSI m,Aaro component Safety Information, by TPI and SKA) for saf • DATE 10/01/14 practices PAW to perfas I b these functlons. IMtallers eh•a w avids r br'a hp Per KS •• • unless rot" otherwise, tap card shall have prapsrly attach" etm¢eunWOe•vwhp and whom • • ZJ DRWG GBLLETIN1014she" how a pea. y attach" r4m "Smo Locations shewn for Permanent la"rol roseraht o1 aeb F shell hew brecing Install" per KSI sections e3, .7 ar 1110, u e, Apply plates to each faco •' C pR`O .•'` rg• of truss and position as shown abow and on the Joint Detass, ass row otherwise. •• -.•p••• d O 0 Refer to dra 160A-z for standard plate positions. . (1 • ' Alpha, I division of [TV bL&ddhg Compamhe tri nts Cwaupomf Inc. shall roc SI responsiblef for ded.pmn f y Q u'o A/ /{ i r MAX. TOT. LD. 60 PSFANRWCIOMMNYthisdro.hp, any b of to saes the truss In wnfornance with ANSVTPI 1, or for wn shipping, M4Installation6hisdradtrusses {Y{p{{ A sod an this dro.uiengy or rower pope uasetsi1ghpn this trashy hdk7sw acceptance of profeselorol11 Suits%2 Weryort\oMe fr MY b the rrehaah ih M tie 4i Oealgner yAVl'PI is r traehR 12105/2 7 DUR. FAC. ANY Made\mo #0278 MAX. SPACING -A AMerylandlHelDMs,\M0167WJ Far ^ore h/ormstlan see a.t t,, 0 Sr2l rotes page and them eeb smea A. ALPD r wewwlphemw.cam) TP4 eew,tphs 1 SKM www.sbdrdus 1 ICO wwwlocsafe I VALLEY FRAMING & BRACING DETAIL I a. 1 Lumber Size and Grade Minumum Requirements a board.. 2x6 (min) 02 Southern Pine or better, Rafter spans 20'-0` or less.. (A) Us SP 02. SPF 01/02. OF 02 or better 8) Iles SP a2, SPF a1/02. OF e2 or better PurBns%tateral bradng.„ 2x6 SPF42, NF 02. OF 02 or better Sleepers_ 2xlwidth of rafter seat cull SPF 43 or better 2 parallel 2x6 SPF e3 Cripples and blocking.. 24 SPF 03 or better Truss Below_ See design - Southern Pine Material RIDGE COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS I'/a Height of Valley TYPICAL COMMONS 2x4 BL qNG 2:4 Puffin 2sg', SPACEO 24' O.C. (whom no sheathing, 2 GENERAL NOTES Puffins required 2'.0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Puffins 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 pufin with a minimum of 84d (0.131"IsLS") 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 heals) 40'-0" or loss Maximum valley height: 14'-0" Maximum mean roof height: 30 foot ASCE 7.OS,140 mph, Enclosed, Cat II, Exp 6,1=1.0, Kit=1.0 Or A Maximum of ASCE 7.10,180 mph, Enclosed, Exp D,14t-1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm "CRIPPLE Cripples 4'-0" for 30 psi (TL) and 20 psf (TD) Max. space the crlppes for each row starting from the valleys or sleepers and working Inward to the ridge board so that Cripple locations are staggered between rows. r 0" D.C. (Typ) Connection Requirement Notes i i 1. 2x6 rakers to ridge 4 16d toe -nails Attachment can be made directly 2. Cripple to ridge 416d toe -nails or through plywood sheathing 3. Cripple to raker 416d toe -nails by cutting a 2"x6" notch In sheathing 1") 816d face -nails TYPICAL 4. Rafter to sleeper or blocking S 16d toe -nails Raker to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails 8. Purlin to (Typ) 316d toe -nails 9. Truss to blocking 416d toe -nails 10. Truss to cripple 416d toenails 11. Truss to cripple 416d toe -nails 12. Cripple to puffin 3 16d toe -nails 13. Collar beam to rafter 416d toe -nails NOTE:16d (0.162"x3.S") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required (or cripples 6'-0" to 10' -0" on nailed wf 2 -10d (0.148"x3") nails. Or 20 "T" or scab reinforcement nalled to Rat edge of cripple with 10d'0.128"x3.0") nails at 6" o c. 'T' or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces wf T'. or scab. Use stress graded lumber & box or common nails. 44arrow 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. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS requlrem ! .• Nails are common wire nails unless noted otherwl^ so. a"•• o 00GENSFa`•. C i VeRXIN3. WAD "M fQLLOV ALL MiRti IN 11413 MlAV00 L • 0111IMP TANra Fla M TM WAVDO To ALL COPMUCTM ocl'mM 11C oaTALLM s * • * C LL 20 30 40 54 REF VALLEY FRAMING Trvrases r.eiw extreme ew ti rabrlcathp, herr• se ps.y Y•rfAttlne w bry RMw fp rouew the latest edlexv, of crest oudro Cdnoorrne safety Mfxneelon by TPI wd arwl for Akf*ty = C DL 10 20 7 7 DATE 10/01 /14 IM mudetl ir..v. Up Chwd 9MU havea popr atO O y'•l W"U*V4M b e``SSL : STATE OF 4. BC DL 0 0 0 0 ORWG VACNV1801.015shallhave •properly attached r 1pN eNlp Lomilo is aln for prrronme tatenl mstra"s 0 1 • G O of ttM55 whe a s'Givenn "0 1 et21a01crkow17 't o9"116 e.tnvted otr:1 tO •'• / P f BC LL 0 0 0 0RefersoaYa.rles 160A-2 for rt.raiora plate oealtrar. •. ` O R %V • AN*". • dMsbn of LTV Co ponents Urow brc. shag rot b* responabla for dvNktlon I •••.ad.•.•.•-arANITWOOMPANYapdraeMp, " 141 r to ter pars In eonfor"enee .Nh AMSVrPI 1, or for M p a 4piV Fs \vv TOT LD.30 50 47 61 Yvtal4" O a b %de4 o/ paws. S/ONa A seal on tlestdrv.YrO or Dover• papa ast1+0 th dn.•iy t ry amepmreo apt f« . ^+o' re'a'ty setMeT a, w sn gTM, ,.r per ,aat,TTn I Seca DUR FAC. 1.25/1.15 E&M CAV. Milo• for par arforrrtlen see <Ms Job's qer vt noted pspe w thew .eb am" QFyucp.uos2ors AL IND ...&lybrn.4&v r b ....tplrt w Sac& .wfbCkrdratry0,pl = ...ACCwfeorp 6J / 0 2 01 SPACING SEE ABOVE Y NNE 0 011 15:0 "MIA 0 wNNNN _ I'MMEWAEO "MIA 1 ' a 001 No 0,,1!9 1 r La.l(AR1 lifJT2'!II4B agatlfll.7 !11N:1 General Notes 1) $A pwdd od bm. dal Y.— W dd bw d 4 d" p•G' P1'dar dm 1Y a .0" vw .gym Ip bbc 5) a6 wig b 24. OL r m e•rdw rr Tww rib wftb !fin ma's 4) pwwd 1-bo*q dlwN be Der dl • dwn wed" IS •c ram er ow b M a~ dl • _* fim 914 b rfd a Rww dt r K4 1 w q rw d bid" dUY ROOF LOADING SCHEDULE 17 PSFTOLL . PSF BCDL = 10 PSF TOTDURL 47 ATIONTION 1.25 XRA WIND SPO/TYPE- 150 ENCLOSED BLDG EIPOSURE - C USAGE - RESIDENTUL CAT U WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 92 PSF DESIGN CRITERIA FIC 201/ TP1 2007 Tb. mmb- Q ooaoear p4oe rs a rr ASCE )• d adamurwae Gam dm W1a1pdh'•em nm hermdid — FLOOR LOADING SCHEDUL TCLL - 40 PSF TCDL - 10 PSF BCDL - 5 PSF TOTAL - 55 PSF UPUFrSa 00%# ARE SHOWN ON OI( NO3 0r- 9•- 4" 20`- 1 7 oESCRPTION 00. are N s r Low/ oEsuavnm •or. are ar wr • -o w r w91 Y CARPENTER CONTRACTORS OF AMERICA 3900 AWENIE 6 N. W. WINTER MAVEN FLORIDA 33NO PNv& ( 800) 959-8806 F" ( 863) 294-2/88 BUILDER TAYLDR MORRISON PROJECT THORNBROOK MODEL T890-2197 CCA PROJ/MODEL/ALT 9A8. 9A7/2191LA.219TA.2198E/ 01 ALT OESC TRAY • MASTER SURE OTC LOT 158 BLOCK DESIGNER PAGE A. S. 1 IATE5 2016 330121L A4 "1' REc RD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 3 7 50ProjectPermit # 3kPARLocationAddress: Lot 158 As required by Florida Statute 553.842 and Florida Administrative Code N-3, please provide the information and product approval number(s) on the building components isted below if they are to be utilized on the construction project for which you are applying for a buildir g 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 informz tion about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for nspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Prodt ict Florida Approval # Descri Won include decimal I. Exterior Doors Swinging herma Tru Swinging Ext. Door (f ont door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Sta dard SGD) FL15332.04-R2 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les 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 lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-115 En ineered Lumber 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-R3 Applicant's Signature Applicant's Name Please Print) June 2014 DRIACt carNY ODALY SNm (30 CCL cote, ID! vw MAD Mal 4 Lot L LL ea w00-in" O9.U•iD PLAN VIEW blut VIM DINING ROOM COLUMN DETAIL XAAb US W.W. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS WTI)O' 1' 3)• 53' w)ND(M CALL -OUTS G SW VJ 32 V n SW 32 SW w 3S' DN V 13 54 H54 )35I gSI' N SH V2 a S.I )a Sa )r V 63' 54 Io3554 MSi 35S4 3 V' 3 S 94 V2 36 SN 7664 36 IN CaG VERFT r.AsMqf CFVJWM FOR ALL 9\DCLb, U91M $126 AV WALLAICH MAT YAW f•.R MAWACM Sr'ECITICA S fOR 20 FL OCR PLANS FOR STYLE OF J)LYU WW rSXLE SI &SR CA56`ENI. C-".OR MID C•)ASS FG3 J,., 9EP'a EXAM u0 RSGR WWa 6+ut CORT ON me WMA•St. =A mQ an Sa1a t m IEIID gtDY r r use J. SAM r,u Ki 0.a WSEJ to" 6 R16 CALI. TOP r." w.rr M. BEDROOM CLOSET MAIN FLOOR STFAx7L•RAL LEfi-Am rcD aoa ru rAD•l6uomrr rrre acoaeauar)ecm ISM6•e QQ - rQ1S.=wm v.F%&mwAM COSCNw=cNA![ mF 1@ _^6•aw woup_ SNId Nov -)ISO fA7rmac, D - COLT 1F,Na O. rUmSSw16SpS1D.0aDJr KA wDo, rum Do s>E.TcaceD u s s AAt i--a.SSO u,mr wpmp ,rocroronc 6Drt7rMT.iDmuJ uansera snr Oj -Vout ror S1AstAc4ta,EToLVt.J.T res auuutu A rr,o rm SO Lt R01JO nJII rMm IrHW K! OH race JatiT r A sv DA.D N ro•aA AC1A 4WBONIMOCm/0DW1A0, StDA.i NS\•kNltS Qr. M=4JANUftn" of 10 M At ADROSMR IRaNlfrlD.1 S ar as, Ocanc apOmsSAGS L3m IQM%1;W)0Aa D•A.;l.I PDLR. TS 5.01FAX400010LE KOMfMNS•• SDI AGt C0.WM O - ISPA JAT A 9 A/ 1m®Irt01 .! r. r.s. nt xScurlReLv ArASm L,wM)LJ McooA1906 rN w.aoSws w,As.a %* f%%&m Dt WXLAMfW1 R r1ADm r•DE WLATE• NMMIAMM MIS0 ro MWAS. Ir"FROM D IaRADa/Kl[CDIE.NICJJ' E.• 000•L SIRL AC J AiTh• • 3tr0705D frrD, IUR.IOORD LOCOwF IIDWIJxi.t E.+ NSrralStY O."pm. n3l Qto70M1EMR UNMIPPIM95aps @fam A1.'1W(PLNWL0CQV.,' MSunINA&va STRUCTURAL NOM u tNt loot Af<SOfN ra AUSao,DADAfJ*G AA7M f0K fbW M DARatttt tOitOs7E+6AR IlSSb Carom p AN "%= luuv OU DINING ROOM COL. B DINING ROOM COL. ,r1DINING ROOM COL. Y,AJ. M.td SLA!• ln. td • Scut. ,r. rs HS47 DR.f r W Kt fi, 1533 2, N w A 4M atAD CPS OLT wrO• D IOL.SS anal W waD, SAm•1N O[ A 9 4m.Twntnm asr olo.. ti• aw. S.m m.• 2,.1l.D TT1 m. Al.ItlD fAN NNWMNiI.tf, a M N.O• cp. WS a.. D CO.NL C Z O O m oC 0 i I co O SO4kS)1 T! HATG IG LEmm O ROOt ,Cb A,,•.L WAN%U ® R - Value Chart 2197 w"w6maoi • riUEM FUltUS tD ARC tam YRCA" v. w A100r itaY • pAIC Sla.T 4CUpY mrAtoa a aJ. ts ncnsn.tts to MDU tM Ala" mL to MAIN FLOOR PLAN NOTES INCLUDED ELEV. SHOWN rtt V..rd 2A 1 GARAGE LEFT . D,,a.At. I,AI WA" AT r.r1. nTRAY CEILING SECTION IA V. 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At" a ]RATO LLiWEMQ n41 UM SrPSOt U•4 turd%LIIEOVL M • M11MATIMMOm of rm%n rm SDSCD000 war A mTu COAMY AN A=KAS L TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 0• 1 34' 1 W I W max' WINDOW CALL*M FG 36EM. IMM LU pq Jr. 6• VO Fr, MO FG 13W F4 100 FL WSW 2a3o hl 3030 SF A030 81 Z40 SW 3OAO SH 3010 SH AOLO 54 CAS• f e S L 3Ofo w. I 3Ofo sH Aofo S• TrGC. V82F7 MLXNVr allDW FM ALL 61 VDA MOCiY SIL-S AW NSTALLATIM MAT VARY PER rAIVACM SPEC ATOG Z IWEN 10 UM Ft" FOR WLE CF VM WD ( VW 4f1G SR CA3 MV- M. OR FNED CLASS FD) 41 CGfi•LT FSGR RD RSOL oS1YdbVLL rO,lf YM AO Iq/ 6C4 SM lDII1o11104 ftf= I ew TeaDcI I J same TUB/ SHOWER GL. ENCL. DETAIL 6C. 4E. V. 1-r WER STAR F'gMtIM >f Cxt®. mAaE A 6DDtayswuu ItE./ O1S YCEISSIRflR42 AO IIT SOI• FlOIEGID M nE DGA!-9 i7E V N h?6tF'SR DOUR FRIUA -IN 090149M`X01 Td5 RIJA IESe AAt 9Sa4.lpt0 CA. 1 APWEEC•IOI PA! 1V VLI MM46wu1ni• taer»5-ru a COCA" w MItu ID610O M • LW.IltnA FW 0%Ml am Ile MP UMO VE RW ro A FOS. p.x"T ASAE M Loot WE WIML m SILL! nR1I@EDat> VttgR9VgN 7 n IYAA m= A %at %4 1VYJRIUcU1M1LA4V1IS11:1 W11 A WACE O 160 IISS W 117 101 RISER M MI A.0 4R0m$ OOCILO6MMU. IMI ttm rEEI m. OE at ITR w m7gtA EACER 4/ WO AW&UMD EAM r too K0364ALLISAALL K MtT tI f STP V wm ROMNAtER0Vl0 TOMM Atli SIIDS 41 IACA WON A V VVILOAD S'W M SIM S ribims rt to rot! FORM pan lcWAlr2M 0-LNMSL0!A%UWY-0' 0014MISArDGMI.So STAIR SECTION Vc- W. 1w W-Lomo, s!- TU—+vi-Lo. Z, a.._ V3soW- o-L._. i 0 ioi 1;= 00 E Ill. fil l 10 fillA, FrmlOD•' W.— tot lia in 6 1)- OR-1) n.WD tk C uRaRAPYA•Y><IIS Shsm WAX PONAM MOVIE lout w6 0•E0A0" MCFrEVCY YW!nA M."r. CFUFC0AW.EMFtZ0U I0tl I RDl h9wAMVOW7tailiv6RVW52CI1000VOof 9.SA A Fprtl a86lS Ml1 90 tut PEOM04•AIMV'Ig4$00 Of Fksm 8664EIam-USaN10El;mw tRl F4.la11J1.fGR lM tl1ld.nLM:tUV Dl V vys DER RVOCID, VA L CCRT USA RE R2.10 M40 ASMI bD r" IOCR.!M MG& 11RRM•R 61Rt weft"mmpw% alaR m.n. u6D TTA. Anm.o rests r.3, IYS1g11ATA.w . AIiRS[ aT..n•re... V•wd tIToD lii m Vortex Etgwtrlg. LLC al.... ..., t!. S011 - W1. MIS hAtl - hM O tA•N. fL ATTIC ACCESS =-=-- DETAIL lca6rf.r, r Z W 0 c5 ce LL 00 nA _ cc Mw0vcj / 0 oCp F- SEEI 2197 tlDN00 nnE VYCRROY AAr h91Ef • srAn Qrtw, oCR. aS IUPPEREFLOOR PLAN NOTES • 2B1 GARAGE LEFT J qq 5 Florida Building Code Online Page 1 of 39..b)Q.-T r RegulationBusiness & Professional eas Home I uq to I user R09MMUM : O TOWSI Simnat surdurps ! 5btt a rsas 1 vueuouus I Fac sear I eas s4 mn I was I seerd I lhe Product ApprovalPfoesi . l uMc u Regulation p1!if fA rleetleuDt3aa' FL* FL1S225-R3 ApplloUon Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shag be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Thermo-Tru Corporation Address,/Phone/Emall 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 riekwftsrwbldgeonsultants.com Authorized Signature Vivian Wright riekw@rwbidgcDnsultents.wm Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan 3. IOng, P.E. O Validation Checidlst - Hardwpy Received Referenced Standard and Year (of Standard) Sty Year 101/I.S.2 1"7 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13l2015 Date Validated 06/28/2015 https://www.floriclabuildin&org/pr/pr app dfl.wpx?pamm=wGEVXQwtDgv3yVVKJZ1 Q... 7/202615 Florida Building Code Online Page 3 of 3 Units of use Approved for use in HVHZI NO Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other.. See INST 15225.5-68 (618 Door Products), INST 15225.5-89 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for Installation TstruWons."Rote'- GI8—zrn-9Sh11-1i7 mdrASTM-E130o 04. (This product approval requires the use of °)° part number doors and sidelites, which have been stalned or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) Certification Apengr 4ertifitate 15225 R3 t'G9C i»s Sga+t carts f Quality Assurance Contract Expiration Data 1Z/ 31/2021 installation Instructions Created by Independent Third Party: Yes Evaluation Reports Yes 15225. 6 ( *construction Opaque Glazed Door t ransoms Series" and 'Benchmark b With and without Sldetes.lnswing and Ou Thera- Tru° with Transoms Umlts of Use Certification Apenry Certificate Approved for use in HVHZ: No r+ sei 4 iL9' C G![ 1517.fi NAM= cerf< oaf' Approved for use outside HVHZ. Yes Qt tAssiirante ce ContractExpirationDaImpactResistant: No 021 Installation Instructions Design Pressure: NIA t 191, 5 fta , 1NI5Li_ ` t Other. See INST 15225.6-68 (6'8 Door Products) and ' 15225.6- 80 (8'0 Door Products) for installation instructions. q r9c 4' II DIST 1-6-80-06 Note - Glazing Shall comply with ASTM E1300-04) Ver(fied'By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports fir* Qa eF FVA! +bL.6-68.odf t x a' AE EVAL 152Z3.o-na.oai Created by independent Third Party: Yes r f8s1& sZib ; Me Smte of Flame 6 an AQWD empror . OLSIa:1 ffi :: A :: 6L6m0 SittIDeffi Cr Flalda d., ones addraas are Waft r-wds uvou do not vWd Your e-m.a address iekeaed m reapo= tD. 4a5t1 87*O 95.MW 0movnic rrms m INs WMI.1 ad, oD W nr onkd by phone or br oaemonal tea. u wu luw .m auestlaro. pia _ .dm an emas address a saaoh 45sxvs1:), na+de sdbdes elfeWn Omober L 2ou. sow sWkW under Cnptar 455, Fs. mast aovWe ae oeOWWA is _ sYppb pumal addrm cease D-ift on Daps -W2 rdN en enwo aMin ~Akan to haft m8ablem iM P To deUlrnd" U Yeu O ewd.VyweIIo MW WWV Chapbw 455, Fs.. Oene clot b=. PrOOMM APWVVar AACeptV M®®M Credit .AEE hops://www. floridabuilding.org/pr/pr app_dd.aspx?pmm vGEVXQwtDflv3yVVKJZIQ... 7/202015 NOTICE OF PRODUCT CER-TIFICATIQN Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Matcleld Road Certification Date: 10/15003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benebmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certificationlabelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing within NAMI's Ce fled Product ' ' a .at'i f tti ' ti NAMi's t;eklditdttim m is•aceredifed b The Ainerl n'Nationet Standards institute ANSI. Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impactet n a ue Size Pos/Ne Rated Comments X Ps Opaque 3'0" x 6'8r +67/-67 No ETC-0.1-741.10703.0/L-2097/ITF-253F Single 67/-67 No ETC-01-741-10703.0M2097/iTF-254F X O/S Opaque single Opaque 6'0" x 6'8" 40/ 4 0 No ETC-01-741-10703.0/L-2097lf7F-253F Standard Aluminum As al _ XX i/S , Double XX O/S , Opaque 6'0" x 6'8" 4W 40 NO ETCG01-741-10703.0/L-2097nrF-254F Standard Aluminum, Astraigal Double Opaque 6'0" x 6'8" 47/ 7 No ETC-0t-741' 10703.0/L-2097MF-253F Coastal Aluminum As alXXt/S Double XX 0/S Opaque 6'0" x 6'8" 47/-47 N0 C - 254F Coastal Alum nstrauum Aa1DoubleOpaque Door 5'4" x 6'8" +40%40 No . ETC-01-741-10593.0/L-2097/'iTF-253F Glazed Sidelites _. Opaque Door ' 5'4" x 6'8" +40/-00 No ETC-0I-741-10593.tS/Ir2097/f`fF-254F Glazed Sidelites . Opaque Door 8'4" x 6'8" +40/-40 No ETC-bl-741=10593.OM2097RTF-253F Glazed Sidelites Stendazd Aluminum Astta I. Opaque Door 8'4" x 6'8" +•40/40. No -Standard Aluminum 20 S 4F Glazed Sidelites Opaque Door 814" x 6'8" +47/7 No ETCStandard Glazed Sidelite Coastal. AluminumAs al Door ' 8'4" x 6'$" +47/-47 No ETC-01-741-10593.0/L-2097r[TF-254F Glazed Sidelites Coastal Aluminum 307 I dt Management Institute, 4,5124/Fa:: r(804) 684 122 Memo yy' VA 23072 ' 80 OXO/OX/ XO Single w/.Sidelites OXO/OX/XO Sin a w/ Sidelites _ OXXO Double w/ Sidelites_ OXXO Double w/ Sidelites OXXO Double.w/ Sidelites_ OXXO Double w/ Sideli National us O/ S 1/ S O/ S i/ S GASOpaque Accreditation NAM AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N100S331-RS Certirication Date: 10/15/2003108MutzfeldRoad Butler, IN 46721 Expiration Date: 125V2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Ontswing w/ and w/o Sidelites Specification: ASTM E330/E3311/TAS202 The "Notice of Product Certification" is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certificationbeenThisproducthasbeenapprovedforlistingwithinlabelrepresentsproductconformitytotheapplicablespecificationendthatallcertificationcriteriahassatisfied. e " dolt m:is accredited 'M e lmerlcan National Slander Institute ANSI NAMI's Certified Product lrM at' Glazed - n. o :.NAMI't Design' Missal Test Report Number Configuration lnsw(ng' or or Maximum Pressure P Impact Rated Comments n O a oe Opaque Sire 3`0" z '8" 67/-67' No EI'C-01-4.1-10702.6/Lr2096/ITF252FOa USX i single Opaque 3'0" x 6'8" 671.67 No ECC-01-741-10702.0/L-2096/1T2I O/SX Single- Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096rM252F XX US Standard Aluminum Astragal _ Double XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-0I-741-10702.0/L-2096MF251F Standard Aluminum Astragal Double _ _ Opaque 6 0 x 6 8 551--55 No 1TC-01-74i-I1008.OM2151/i`ILp252F XX I/S Coastal Aluminum Astragal Double Opaque 6'0" x 6'8" 55/- 5 No ETC-01-741-11008.0/L-2151fffF2511: XX 0/S Coastal Aluminum As al Double US Opaque Door 574" x 6'8" 40/40 No ETC-01.741-11008.0/L-215InTF252F 6X0/OX/XO Sin a w/Sidelites ._ Glazed Si elites S'4" x 6'8" 40%40 No ETC-Ol-741-11008.OM2i51IfTF251 F OX0/OX/XO O/S Opaque poor Single w/Sideli Glazed Sidelites 814" is 6'8" ' 40/-00 No 01_741-11008.OM2151/iTF252F OXXO I/S Opaque Door Standard Aluminum Astragal Doublew/Sideli O/S Glazed-Sidelites Opaque Door 8'4" x 6'8" 40/-40 NO ETC-01-741-11008.0/L-215IrITF251F OXXO Standard Aluminum Asuagal Double w/Sidelites Glazed Sidelites 8'4" 6'8" 55/-55 No ETC-01-741-11008.0/L-2151nTF252F OXXO- US Opaque Door x Coastal Aluminum Astragal Doublew/Sideli __ GI Sideli Opaque Door 8'4" x 6'8" 55/-55 No ETG-01.741-11008.0/I.2131/i'i F251 F O/SOX7C0: Coastal Aluminum Astra Double w/Sidelites.... National Accreditation Glazed SiDoor s . es VA 23072GergeMetao' y 4Y . + managementTel: 04) ig 684. 4794 4 684-512Z NAM AUTHORIZED SIGNATURE: i .:fig : r ` -11 ror • .. t r II `.MUWON IleMASONRY Y• ° SHOWN FOR MASONRY TYP• HEAD OPENING REFTRENCE OPENING & JAMBS HEADI rg JAMBS 2X SUCK, 2X BUCK 11 14 MASONRY OPENING t mbt&C' =a• 2X BUCK t: , .. °rXJ1et' ... al Ins eonbn mar bs a lnted ro mahtobt the mbt. s0sdiiii-11* rom°Adl + 2 Cel stlimriottorlbL oflma rated ot'INAx. aN CBvretRual bs oxpsted to mailhtPbnli Ij161 a'Alaoe°•% °dlmlllmda!t IrarfresgWed rotlrleuli+ns wlu4'4+"arsrwt dMaed• S Cartaets attlar robes: Irw Vr 1-1/f r TOWN° t/ 1.1/f 1• 2 IS i r1 z 9 KMULUON SHOWN FOR 11 1}Ill 4 F MASONRY. ". I•I REFERENCE ;I IOPENING t1HEAD II JAMBS i l II II fi IL ZX BUCK`It II e, I11MULLION II SHOWN FOR 'II IJ REFERENCE EI IIt anrca v W/SIDELRES aunt ANCHORING I I j r- a 1 II MULLION 1 I 8 SHOWN FOR SHOW" FORR J I I TYP• HEAD TIP. REFERENCE 1 REFERENCE Il JAMBS ;-ASTRAGAL I HEAD JAA185 1• I I SHOWN fOR 1 II•, 1 REFERENCE 2X 9 ^ BUCK ItoI 1 I'I 1 .II ASTtiA14AL I1. g1l2il.11-. IV DoeLE/Im ITES tSONRY )1IJGK ANHd OPENING C. VIEW C'- C' r: IN B' 7• PAIRS TYP. SEE NOTE %oil.3rSHEET3DETAIL ' W/2X BUCK INSTALLATION W/1X BUCK e 1 MUWON NSTALLATION Y ASTRA(,gLJ SHOWN FOR 1 SHOWN FOR gjAlHj REFERENCE REFERENCE ONLY i8.. SEE DETAIL -4- o d i as N m p\ y t E' nouaf! DOOR W/SIDEIlffS Item DESCRIPTION Molerial x -1 0 ' STEEL. PFH` WOOD _wl WOODSTEEL x Hin & to r me STEEL 1 x ' 2 WOOD'SCREW STEM x - 2 4 ELGO OR CONCRETEE1 STEEL 1 4. I -3 N SCREW 3 N SCREW, _. 11. 16 x' -1 4 1TW CRS 1 1 4 x 3-1 4ITW PFH CONCR REW 13 90 TO AG 301ORHOLLOW BLOCK ICONFORMING TO ASTMCONFORMING N 16 4 -1 4 PFH 111V CONCRETE -SCREW mug (S4GAR !N SO a O. D 2t 4 THK. PRESSURE FATED S O PAO 0 2 I x C GATED ER 4 3- 1 I— e• t) SEE DETAIL o 00 o 14 VIEW A•_ A' W/2X BUCK 2, INSTALLATION W/1X BUCK' INSTALUITION 12 1 C W/2X BUCK 3 . INSTALLATION.. W/1X BUCK t1 DETAIL• •1' INSTALLATION B A Aft OLTSKEASpTnRE VM 1 G. BQ616_:4: E 7,7, 77. AI K INRIOR INTERIOR MWOR EXTERIOR EXTERIOR . 6 WOO m MASONRY 11 II •Mu1 ION MASONRY. ' 4' I I : SHOWN i0R REFEREWI OPENING fl 1 11 2X BUCK .:•• I I II I 1 11 MASONRY OPENING 2X BUCK 1.IV t ietmhS.G.:Q6S ANCNOfINO1F3 I. Oorra sfo ancfa beaftu of Nw comwf may be od to nw&* 6+ Me mbt edge dht0nce to morfalob fs 2 Cancers and orbooff" road of'MAK ON C91f mu$f be 0*mw to nc*da ow mh edge afmm fo i,xvi r jahk ad onaf ommfemmbe ondiois 0reW.&W % ffrs'MAX ON C64WdhmWUt0on are not waosotled i f i i° it a dTvll iaa • • • li carA id'. Sb TAICONe 1jr 1.1/' t r mi r r MASONRY 2X BUCK and rT 1 t 1 TYP,. HERO JAMBS Q aLASTRAGAL 1 SHOWN FOR REFERENCE 1 t e• 1• r r 1 1 1. 1 t i:if lL H I:1 Id 11 U JAMBS II 1 I 14; 1 I.I f JMUWON•ISHOWNFORI 11 11 II• REFERENCE II I I ll II. II II II 1I , GNGL W/SIDEI RACK pNSHQRING ad gd I P-- 4 _.--.a t t MULUON II MULLION / 1, I I SHOWN FOR TYFs. 11 REFERENCE 1 SHOWN FOR1'l HERO REFERENCE 1 I JAMBS 1 II 1ASTRAGAL FI; 2X: I1: NsHOOWN OR II BUCK Il t REFERENCE II. II• 1 1 I: MASONRY ocular i i 4' r+ DUAIL U SEE NOTE 3 1. .g SHEET 3 1 MULLION . 1 SHOWN FOR REFERENCE sHowNFoa REFERENCE ONLY 1 TYR 1t JA N WpzR N Ite DESCRIPTION - _- MatcTtal 10 X. -1 2 S STEEI"- 1REW- - 1LG.EW e tv ^e 4 1 -3 4 PfN Eg- OR STEEL I'l S14x -3 ITWSTEEL 3- 4. - FM CA SCREW 11 3 16 x -1 4 PFN CO ETE SCREW 1 L.PFM SCREW4. x -1 MASONRY - 3000 PSf MIN. CONCRETEcONFORMING i0 ACI 13 301 OR H OW BLOCK CONFOf"NG TO-ASTM C90 1 1 4 X. 2-1 4 P ITW Co CRETE C w0 p PfNE SG O.4 21 3 K. RESSURE TED S OELfiE P S 30 2' X 1' X 25 Go'L CORRUGATED FASTEN i" N" Ito A SEE• SEE OETAIL I. '_ ;OETA_IL . Q . -: 3 1 !RLeox 0. ' 'i ; TYP. HM a ^ C JAMBS SHOWN FOR IVREFERENCE : ONLY I: 1 el 10 1 A' 4 DOUBLE00R VIEW V- A• pow W/ atom cowdrAm memo m Dome are eo»o>70 OL. 1 C: 1. 0 - DETAIL '4' - ATTACH ASTRA THROW BOLT STRIKE .FRAME A 1 DETAIL '1 g• oc, . h m' JKLFS'- m m. s i EXTERIOR INTERIOR IMM W. JK LFJ C° szzs.s-so INTERIOR INTERIOR EXTERIOR INTERIOR R-I VIEW C_Y" SINGLE DOOR W/SIDam a I h o c Il; . COAa•r o OEIALL•f' L VIEW'E'-'F VIEW W-V Ipoopbe a am Conan mat' be 0*"W ro ma6Ifoln Ore-" 1' ' 4d dibAdtfo y pronoVf-.. cwc&mrr'miabea*Gl dW ffwhtah OW m edge dManoe ro mala+(oe+b oddlRonot e°^ droeroueIlw-MAX vNcB+1ar dam^ me rtw. q r wOh (12) fr8 xY P! woad N's' Th@m are NJ a each 1. becl te1 fnro "Jamb _we velleal jamb from the owbwm. rhos are (2) of the Sgr ftm the auhlde Comm. f+an fhe oudlds comers o %IPFrtAD IYP.Ii Iff.AD P MlRlroll i. SFIOWNFOR r JAMSS s JAMB Mirb'rip.@ d go Txlej"*- R'T som pool W/SIDm VIEW I"•Ir s- SINGIE DOOR VIEW'A ='A' 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.O. Dox 23o VaMco, FL 33595 Phonc 813.659.9197 Florida Board or Professional Englnet" Cerlifrole of AWhoriarioa No. 9913 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System IDS 1998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmfdf, P.E. do not have nor wn acquire financial Interest in the company manufacturingordistributingtheprodudlorinanyotherentityinvolvedintheapprovalProcessoftheproductnamedherein. Um/tatlons: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding Ihe'Hiph Vetanch Hurricane Zone'. $ee the Certification Agency Cerlificate'for eiaes, specifications and design pressure ratings. details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, 2. Product anchors shag be as listed and spaced as shown on brick and other wail coverings• 3. Wood screws shag be installed following Installations Instructions of ANSI AFBPA NDS 2012. AD other fastener types to be Installed following fastener manufacturer's installation Instructions• the tastener manufacture, but in no Instance shell they4. Fastener embedment depths, edge distance and center -center distances shag be specified by be leas than shown In drawing FLA U25.5S. Where shims are used. they must be a "rigid / SWmaterial that complies vrfUl the requirements of the FBC. 6. pow" and negative design pressure requirements for use with drawing FL-15225.5.88 shall be determined by others for spedfic )oba In accordance with the governing fie' FL-15225.5.68 require further engineering analysis by a licensed engineer or registered7. Site caldillons that deviate from the detaga of drawing arehftcL Supp rang Oocumerrts: ffC Oi=741-10702.0 ETC-01 741-11008.0 TEL 01460147 2• pandna No. No. FL-15225.5-08 3. sleulallons Andnorlk9 Teat §Mdatd ASTM E330-02 i TAS 202-94 ASTM E330-02 / TAS 202-94 ASTM E330-021 E1686.021 E1996-02 red RW 8uiiding Consunants, Inc. (CA $9813) Prenaredk RW Building Consultants, lnc..(CA •9813) Sheol of 1 i's tlna la6oratonir ETC L:aDoretories ETC Laboratories Testing Evaluation Lab. Signed hj Wendell W. Haney, P-E Joseph L Doiden, P.E. Lyndon F. Schmidt. P.E. 8tatisd.J 12004 Lyndon F. Schmidt, P.E. Stmled•><'Seale'ril b1. Lynd66 F"Schihidt P.E. t • N %11UfSr s' + t r , , : Lyndon F. Schmidt. P.E. FL PE No. 43409 216f2015 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 OPO4INC 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 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-11.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 1 /8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: Ox. x0, xx, XP. Px, xIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 N07ES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RCA90NS ocseei-mm DATE AMRVdD ADDED FLANDE AND FlN INSTAL ATOM 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 I R.L. 5 -33 2 4 SIGNED: 10/28/2015 MI WINDOWS O LLC IIL0,,i 00LAKESIDEPARKWAYIRFLOWERMOUND, Tx 75028•\CENSF. pi- o St * = SERIES 420SGDREINFORCEDWITHOUTADAPTER96" x 96" NOTES T OF ;tom OF•.'•(pR1DP• : iA Ss ONA DRAWN: 0Re Na 1mv 08-02249 g swt oAr NTS 10/50/13 1 OF 10 1 1 6' MAX 95- MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED r t 17" MAX r- I O.C. 1 6" MAX 17' MAX O.C. 16- IAX AUE IGHT 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATM IN.PACTRATING t35.OPSF 2 SEE CK4RTS s1 AND s2 FOR OTHER UNITS RATINGS RMSIONS RkV OESCJOPIx1N MR I APPA040 A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B I REVISED INSTALLATION DETAILS 08/03/15 I R.L. CNARTst ERE WATER INFILTRATION RESISTANCE IS REOViRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame ogle Panel and Total Franc Wbth i1) HBlght 20.0 3B 0 1 42.0 48.0 in) 60.00 7t001 64.00 9G00 Pot I Neg Pos Nog Pos I Nsp Poa Nep 0 40.0 58.4 40.0 50.9 40.0 1 45.7 40.0 42.0 66.0 COLD 55.2 40. a8.0 40.0 43.0 39.4 39 4 92.0 0 524 40.0 45.4 40.0 40.8 96.0 40.D 49.8 40.0 43.1 38.4 38.4 35.0 35.0 CHART 62 WHERE WATER INFIL TRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart fps* Frame Sslgle ParWand Total Aa" W1W1(in) 36. 0 42.0 46.0 72. 00 e4.Do 96.00 ogPos Keg Pos Neg Pos Neg i--n 58.4 50.9 50.9 45.7 45.7 42.0 42.0 5. 2 48.0 48.0 43.0 43.0 39.4 39.4 52A 45.4 45.4 40.5 a0837.1 37.1 9. 8 43.1 43.7 38.4 38.a 35.0 35.0 CHART s3 Number of anchor locationsrcquire0 Fmms Single Panel and Total Frertle Width 1n) Height 30. 0 Mao 42.0 48.0 n) 60. 0 72.0 84.0 96.0 N93 Jamb HtS Jamb H&S I Jamb HLS Jsmb 64. 0 4 6 5 8 6 1 8 6 6 88. 0 4 8 s 8 B 8 6 B 92. 0 a e 5 6 8 6 6 8 96. 0 4 6 5 6 6 B B 8 TL L (s 33 2-" Lf MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' ELEVATION V. L. 08-02249 08-02249 BB sri" E NTS p"Te 10/30/13 -2 OF OF10 1 SIGNED: 10/23/201 S S IR II to 4fr i GENSF' 9s, 0 iFs ORIOt: GAP`: sfoljlAl111 Nz 1 A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD h JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r i 17' MAX 1 O.C. 6' MAX 1 I 6' MAX 17' MAX O.C. 6' Ax IME GMT 6" M.AX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.0PSF NONE SEE CHARTS Nr AND 02 SHEET 2 FOR OTHER UNITS RATINGS RENSIONS OE9cRpOCN Wit A" ADDED nmGE AND RN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. CIMART v Number of anchor locations required frame SL>Ole Panel am Total U* Wdth (in) NepM Oft) 30.0 1 7&0 420 48.0 60.0 72.o 0 9G0 H&S Jamb HdS Jamb HdS Jamb HdS Jamb 84.0 4 8 5 8 6 B 6 8 wo a 8 92.066Js96.0 a 6 6 6 6 8 6 rr-- 1 S 2Z-2— ` 4jl SIGNED: 10/2Y20T 5 MI WINDOWS AND DOORS LLC ILI LAKESIDE FLOWER MOUND. TX 75028 51R p4t/i'' vCEMSF 9S i 0 1 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION A OF s,elOR10; oarm: M No. REV 08 8 2'41 NTS o't 10/30/13 39 OF 10 T 1/2' MIN. EDGE DISTANCE RLV Dcia®nON w1[ APPFAM A ADDED FLANGE AND SIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L 1 3/8 MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE 1 3/8" MIN. 1/4' MAX. SCREWN EMBEDMENT SHIM SPACEF 1/2" MIN. AFEDGEDISTANCE J10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOVM FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KTM ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT AIN. LwL VIpTANCE 10 S WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FPAMNVG OR 2X BUCK INSTAUATION 15 6 SIGNED: 1012312015 MI WI 000 Rs LLc ft.. oo°L AKEs o AY FLOWER MOUND. TX 75028 to GENs 9,I+ k0 * = SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 9 FRAME INSTALLATIOIO N DETAILS I• TAT OF OAFS COR1 P G` DRAWIc OwlNaREV08—n0iR2T249 B ONA1LE" uwlt w1cNTS10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 3/4' MIN. j EDGE DISTANCE 1/t" MAX. B r SHIM SPACE 110 SMS OR SELF DRIWNG SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRIWNC SCREW METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR KNISHES. BY OTHER$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOUuT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASRA E2112 T 3/4' MIi EDGE DISTI 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RtNS:ORS REV OESUIPIION WTE •PPI10'd© A ADDED FLANGE AND FN INsIALLAnom 12/10/13 R.L. DETAILSREHSEDINSTALLATIONDETAI00/0.7/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION I533 2. L MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FRAME INSTALLATION DETAILS DR.": VAC N0. V. L. 1 08-02249 WAU NTS Iwt 10/30/13 I&W5 OF 10 SIGNED. 1012312015 G E N sa c9d' COTE i/ S ONA lilt"E` 2 1 /2' MIN. L EDGE DISTANCE Ir e 1 1/4' MIN. a• EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1 1/4 MAX. SHIM SPACE OPTIONAL IX EUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I INTERIOR SILL TO IN A BED OF APPROVEDcSSEALANT 1 1/4' MIN. e EMBEDMENT VERTICAL CROSS SECTION CONCRETEANASONRY INSTALLATION 2 1/2' MIN. EDGE DISTANCE oTseRmrloR DATE I APPWVW ADDED FLANGE AND FIN INSTALLATION 12/10/13 I R.L. REVISED INSTALLATION Or -TAILS OO/03/15 I R.L 1 1/4' MIN. EMBEDMENT 1/4' MAX. 2 1/2' a I SHIM SPACE MIN. EDGE DISTANCE d 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR Lot EXTERIOR JAMB INSTALLATION DETAIL COVCRE MUASONRY INSTALLAnON NOTM 1. INTERIOR AND EXTERIOR RNISYES. BY OTHERS. NOT SHOWY FOR CLARITY. 2. PERIMETER AND JOINFSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS DRAMA: DIP. ND. I R V.L. 08-02249 Sr-' NTS D'TE 10/30/13 1 11"m6 OF 10 SIGNED. 10/2"015 q i N J ; 0 T OF OR10tG P 1/2' MIN. EDGE DISTANCE WOOD FRAMIVG 1 3/8" MIN. OR 2x BUCK EMBEDMENT BY OTHERS 1/a' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR (LJJ LA INTERIOR f0 BE SET IN OF VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2x BUCM BY OTHER' MIN. DENT L YI IA1' r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. WTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT' BY OTHERS TO BE DESIGNED WACCORDANCE VlTH ASTM E2112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 110 WOOD SCREWS WOOD FRAMING OR 2x BUCK BY OTHERS rtE•nslDra REV ROVM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 RA. B I REVISED INSTALLAnoN DETAILS 08/03/15 R.L. 1 /a' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION T—(-1 SwZ SIGNED: 10/2"015 MI WIND1900OWS D DOORS LLC LAKLAKESIDE PARKWAY FLOWER MOUND. Tx 75028 G ENS -y SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 * = 9ST L 96OFIANCEINSTALLATION DETAILS A , TAT OF DRUM: DMC ND. RY toRtOt: OB_ T9 B S111111 tia waf NTS MIE 10/30/13 7OF 10 3/4- MIN. j EDGE I DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 3/4' LON. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASIM EZI 12 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT T_ 3/4' Mil EDGE DISP L 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RrAsm s REV DESCRIPTIM WII APPROVED A ADDED nANOE AND FlN INSTALLATION 12/f0/13 R.L. 8 I REVISED INSTALLATION DETAILS 08/03/15 Is JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION V 1, SIGNED. TO/2wo* MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 0111111111I1, J S R• L06j i 9,P GENS 0 *—= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 996" FLANGE INSTALLATION DETAILS O T Of, OFS ::(0R10' I; G i'\ DRAWNCNGNpREvV.L08 B SIONAIL IIt0` aOF10srruENTS °" 10/30/13 UmsoN3 2 1 /2' MIN. REV DESM07MM atF-PFROYM EDGE DISTANCE A ADDED FLANGE AND FIN NSTAL AMON 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4" MIN. r CONCRETE/ • , ° • °. • MBEDMENi 1 1/4" MIN. MASONRY EMBEDMENT 1 aBYOTHERS Mo. SHIM "SPACE OPTIONAL • 1 /4' MAX. 1XTOUBBE SHIM SPACE PROPERLY 2 1/2' ' I INTERIOR SECURED MIN. SEE NOTE 3 EDGE SHEET 1 DISTANCE o 3/16' TAPCON 3/16' TAPCON CONCRETE/MASONRY ' BY OTHERS DEXTERIORINTERIOR SILL TO BE SET IN A 8E0 OF EXTERIOR APPROVED SEALANT 3/16" TAPCON JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEM4SONRYINSTALL4TION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: F 1. INTERIOR AND EXTERIOR FINISHES. BYOTNERS. ti 1 1/4" MIN. NOTSHOKNFORCIARITY. EMBEDMENT 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED INACCORDANCENITHASTME2112 2 1/2' MIN. LL-- ` .3 J SIGNED: 1012312015 EDGE DISTANCE VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC CONCRETS LISONRYAYSALLAON 1900 LAKESIDE PARKWAY S. • • 4 i FLOWER MOUND, TX 75028 GENSF.9 ii SERIES 420 SGD REINFORCED WITHOUT ADAPTER o S *= 96" x 96' FLANGE INSTALLATION DETAILS TATE OF aaurN: cec No. eLv F8;°<ORIOP G' B08'I' m99OF S/ oNA11 a\\\` u tt NTS D"IE 10/30/13 10 WOOD FRAMING BY OTHERS MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN is WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW J 1/4' MAX 1 r SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 7/16' MIN -F— EDGE DISTANCE r EXTERIOR 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. F SHIM SPACE INTERIOR VERTICAL CROSS SECTION YA70D FP.AMWG OR IX BUCK INSTALIAT)ON FOR SRL INSTALLAT70 V SEE SHEETS 4.9. INTERIOR TRIM A[v90xS ACV pESCFIPi7pr W7E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8' MIN. EDGE DIST. I TRIM a 04 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS IX BUCK BY OTHERS, HOOK STRIP IX BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 3/4' MIN. I EDGE DISTANCE TRIM 1 3/8' MIN. EMBEDMENT INTERIOR HOOK STRIP i HOOK STRIP tINTERLOCK110WOODS10SELF DRILLING SCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2Y BUCK41000 FRAMING METAL STRUCTURE ILIs,2 L SIGNED: 10/23/20I S MI WINDOWS AND DOORSLLC Il/RLoc_PARKWAYs 5 9,r i FLOWER MOUND. TX 75028 GENS NOTES. SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• 0 5 t 96" x 96" ` t.IMER/ORAND EXTERIOR FlNJSNESBYOTHERS —p NAILFIN & HOOK INSTALLATION DETAILS NOrSHOWNFORCLARITY. 0 • TAT OF DESIGNEDINACCORDANCE STfAE2tt2 Tom08-02249 REV B 0'' OR10P ci w+[ NTS °"Tr 10/30/13 1 9111110 OF 10 //11IVA 11%\`` fY i "--' r \' SIT 1#" t ' SOS Home Log In user Re9tsvatlon WH Topic Submit Surcharge Sorts a Fads publketbns jF8C Sart SCIS Site Map Unks Search dbpr4Product Approval USER: pubac user s ' AthpkSt an Lut > Application Detail FL # FL15080-R1 Application Type Revision Code Version 2014 I Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email WINDSOR DOOR MFG. LLC / DBA WINDSOR DOOR 5800 SCOTT HAMILTON DR. j LITTLE ROCK, AR 72209 !! 501) 570-9253 RBELKNAP@WINDSORDOOR.COM I RODNEY BELKNAP I RBELKNAP@WINDSORDOOR.COM Category Exterior Doors h Subcategory Sectional Exterior Door Assemblies IComplianceMethodEvaluationRfmeportroaFloridaRegistered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the JOHN SLATES Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy' eceived Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA115 2005 DASMA108 2005 Equivalence of Product Standards Certified By Sections from the Code FL Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, i755 Limits of Use Installation Instructions Approved for use in HVHZ: No iL15080 R1 II c"M1-rPvR lambAttarh s.pdf Approved for use outside HVHZ: Yes EWAU0 RI Impact Resistant: No FLIS080 R1 I? 998079:rev9 : Design Pressure: +22.9/-26.4 ndf Verified By: 3OHN E. SCATESI PE FLFL51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER Created by Independent Third Party: Yes SIZESANDPRESSURESARELISTEDONTHEDRAWINGSEvaluationReportsF 1 080 Rl AE Eval Reno_ Respan ria s odf Created by Independent Third Party: Yes 13 GAGE STEEL TRACK SPLICE OR FLAB BRACKET, FASTEN TO WOOD IAMB MTN s 16• x 1-I/Y LAG 2• GALV. STEEL TRACK1Tt`AL BOLTED/To 4 SrI1kAGC IS OPENINGIppF1GM 04 4OOORT iGM) 3 BRACKETS EACH SIDE N 3/4- x I-I/2• x 13 GAGE 14N. 1p' x I/2• um GALV. STECL NORIZOiTAI ANQ E USE OmtA lAptHCE BOLT ! NUT 1/4• x 3/4• trNEXu s K MEET2 ETAL•SC-39 ORIZONT1STEEL.0 GAAGGEOR RR13 GAGE 0 ON THE WEICHT INE DOOR. DETAIL o 03- ( 1a x 7) 74- ( 16 x a) 42• ( 16 x 7) 50•( 16x8) 21- ( 16 % 7) 24•( 16xe) 16 GAGE GALV. STEEL s STRUTS TOP aRACIET WITH 14 3• OAOEROLLERHOLDER3. i0200A lax 04 WIDE 16 x SEE PETALo. (SET DETAIL A) FPRVBRACT, ,AlsrKEE1DM TO2- ROLLERWITH 7/t6- OD. SEW. 16 % 7 8ALL SNORT STEM to x 6 10 BALL LONG SEEN OPT LOCK -/ Sf_ fiR ON" Y t'PER_ cP3A. Of S AL 9} OALV. STEEL. 14 GAGE) COMMERCIAL ENO HUM ATTACHCO WITH a FASTWEFM GALVANIZED STEEL STRUT ATTACHED WITH 1/4• x 3/4- LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) r SERGT fp ON NGP ARE Of E. (SEE NL6). i 1-3/ 6' POLYSTYRENE 21' OR 24• HICH TO GAGE C57AE5 - FASTENED PANEL GALV. Arlo G- L-LOGS TOPANEL. USE CA ENO CAP OHER ENDBRILLS. (SEE PETAL C) PREPNNIED S1FSL 2S GAGE ALL E1hR1' C HOVELS OCCEPT STOP M E mwMIN6-o tvot NAILHot24GAPEMODEL1NSLLAWON OPTIONAL FOR NOV. 724. 730. 750. 735. 426. STRUT ON BOTTOM BRACKET 750. 755 3 GAGE RACK. STEEL BOTTOM 1KET 2 wSECTION8- 8 20 TOG-L-LOC SCREW 5/16' % I- I/2- CAGE GIILV STEEL CENTER STILE SECTION A -A OR POP RIVETED TO PANEL, ATTACHED WITH 2 STWOBOTTOMA RBE ABOVE OR BELOW ROLLER. N01L: GLAZING 1QDIt OOYMERCW CALV. STEEL TRACK BRACKETS. SEE ABOVE MR SPAONG FASTEN TO WOOD .WIGS MIIH 5/16• x 1-1/2- LAG SCREWS. PREPARATION OF d11M BY OTHERS. 1a GAGE GALV. STCCL CENTER HINOC RESIDENTIAL IASTENEO WITH (4) 1/4- x 3/4- HEX MEAD SHEET METAL SCREW6. DEBRIS i P.Sr. tw Dam suC I omm IMIMM I TEST MREsm ACTH HOORT FOWNE NTGINE IFORTIVE Name" 16'-0" 7'-0' 18.7 20.8 28.1 31.2 16'-0" 0-+18.7 20. 8 28.1 31.2 NOTE' FIVEI ERSSHOa To BE 20 xTs S OR x 3/4- LONG HEX HERO SHEET METAL SCREWS. 000as SHOWN ON IRS MWNG HAVE BEEN DEMONSTRATED M WITHSTAND THE PRESSURES !%-PE s6308-F-i203 LISTED P1 THE TABLE ABOVE NA TESTING TO ANS/O1SMA 105-06. 7 2 9500 OETERLO/ATION Or SIAfABLRY FUR SPECMSITES IS THE RE97ONSMW OF OM1ERS ttietwdend 44' i ' ra O10rad a o aEucti" Fdemi i e 7 OR8, B I1 W O OUDLE CAR) 4 R) EOti~T0R(T120 S oPrID AREA NOPTpN L CENTER STILES ( y OOLVMNSE SSESR CENTCR NW.Cs `3 MA LIRE ONE CREWDITRA TSELr HROUGH FOP SCREW 116tgJO1 TOP LEAF OFRAIL DO sna: RAIL ENDrIPICAL FOR EACH 1.25• —) — 20 GAGE END STLE 20 GAGE El10 UP 3' 4 1 °A o . F— 2.75• — I • DETAIL A DETAIL C 07 3' 2OGA WIDE STRUT (16 x 7) 3- Ie6A WIDE STRUT (16 x a) O RALS W' NOTE DOOR MU51 BE ENSTALLEDWITH 1 7 DETAIL 8 ORTRACKSOONNNOOMSWITH ft Ex El+pnTw i 16 X 7 SPRINGS). DOES Nor SATISFY OIPACT 16' X 8 7 IOOUOIENtNTS IN FTIC 4RLBMC 24. 426. 730, 735, 750, 755PARTNAMEWINOLOAD RESIDENTIAL PAN ODOR LERANCE wl 8 d1/.. Non 1M' 1 ...... E.C.N. I DATE I APPROV. 99-8-079 13 GAGE STEEL TRICK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WIN 5/16' x 1-1/2- LAG SCREWS 2' GALV. STEEL VERTICAL TRACK BOLTED TO OPENINGHEIGHT NOT 1EIG X I-I/Z' (]) /•' CAIOMOC WOLTS e--3/4' X 13 WE MIN. GALV. STEEL HORIZONTAL ANGLE. 1/4• x 3/4' SM[T MCTAL EXTRA HE% IIFIO SELF 2' CALV. STEEL HORIZONTAL oxauHc SH:Wd TRACK 16 GAGE OR 13 GAGE DETAIL D BASED ON THE WEIGHT OF THE DOOR. 63• 18 X 7)) 74' JIB X a) 3' SEE DETAIL 'C' 1 2.75' —I DETAIL A 42' (18 x 71 3. 18W WIDE STRUT so' 18X6 24• 18 X 8 DETAIL E s 4 BRACKETS EACH SIDE r20 GAGE ENO STILES - FASTENED WITH TOG-L-LOGS TO PANEL. USE ENO CAP OVER END STILES. ( SEE DETAIL C) STOP MOULDING NALLEO EVBRT 9' 8-0 TYPE NAIL MIN. I SECTION 8-8 13 GAGE OA0 TRACK BRACKETS. SEE FOR SPACING. FASTEN L N TO WOOD JAMBS WITH S/16- X LAG SCREWS A. WASHERS. PREPARATION OF JAMBS BY H SEE DETAIL V. PAU. TABLE DOOR STE DESCH PRESSURE TEST PRESSURE MOTH HECHR POSIINE NEWTNE NEGATIVE 18'-0" 7'-0"+18.7 20.8 18'-0" 8'-0" 18.7 20.81 1 /2' POLYSTYRENE INSULATION STANDARD FOR MODEL 735. — STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH 7/16• DIA LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LACK TROT ON UPPER PART OF GALV. STEEL (14 GAGE) COMMERCIAL IENOHINGEATTACHED WITH 6 FASTENERS. SEE DETAIL T9 q ppE 4' X 16' AIR VENTS U OS+ EG i MCTAIL B T OF II - T OPEN ONAL — OWN LOWER PART OF USE TWO EXTRA SELF DRILLINGSECTIONABOVEHINGESCREWSTHROUC14HINGELEAF. IZEO STEfI ENO STILE dI RAIL AS SHOWN. TYPICAL EACH ENO HINGE. iF'A Y PER VERTICAL STILE) 8' POLYSTYRENE 21' OR 24'LATION OPTIONAL NIGH PANEL MOD. 724. 730. OLEO 755, axePPRFVP.AIAND STEEL. 25 GAGE ALLSTRUT IN NDOLE OF MODELS EXCEPTBOTTOM SECTION. 24 GAGE MODEL 750. 755. GAGE CAW. STEEL BRACKET ACHED WITH 3 J TTOM TENERS. BOTTOM REW CAN BE ABOVE 2 OR BELOW ROLLER. F SECTION A -A 20 GAGE GALV. STEEL CENTER STILE TOG-L-LOC OR POP RIVETED TO PANEL 18 CAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' x 3/4' HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON—DESCRIPTNE FASTENERS SHOWN TO BE 1/4•-20 x 5/6• HEX BOLTS i NUTS OR 1/4' X 3/4• LONG HEX HEAD SHEET METAL SCREWS. 331121aIIU308—F—22203FAIRGATEOR. DOORS SHOWN ON THIS DRAWING HAVE BEEN OEMONSTRATEO TO WITHSTAND THE TXRPE PRESSURES pE-51737 LISTED INTHETABLEABOVENATESTINGTOANSI/OISYA I03—O5. 972 492 3 300 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. P a-.b.l Engln—L pal prwidae oti7 far wT0<atiaa HMlwd eon4ttielbn OatNa. 1--,L DETAIL 8 L.H NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC FL 1508E CONSTRUCTION ON 7' OR 8' B lDN EL EMBOSSES STILES ( 7 COLUMNS) CENTER HINGES ( 3 COLUMNS) 20 CAGE ENO STILES" MUST BE INSTALLED NWU EEL ECTT ENFOCOPERATOROBOTHDORSWITHEXTENSIONP.O. Box es15 ROCK,9AR i 30R DOOR219501) 562-1872 MOOELS: 724, 426. 730, 735. 750. 755 PART NAME: MNDLOAD RESIDENTIAL W1 B PAN DOOR TOLERANCE 12/15/ 11 RLB 2866 3/10/ 08 Rl8 t 2848 11 /1 / 07 RLB DEC. t ANc t< E. C.N. DATE: APPROV. SCa NOt OATE: DWG. NO. t 0. RN. BY 99- B-079 2" GALV. STEEL HORIZONTAL TRACK. CAGE OR 13 CAGE BASED ON THE WEIGHT OF THE ODOR. THE USE EXTRA 1 /4• x 3/4- KEX HEAD SELF OFM.UNG SCREW 3/4' X 1-1/2" X 13 WCE MIN. 1/4• x 1/2- anc CARRIAGEGE BOLT k NUT GALV. STEEL HORIZONTAL ANGLE 1J CAGE GALV. STEEL TRAGIC SPLICE SNEET2NETAL SCREWS• OR MC BRACKET. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAO SCREWS. DETAIL D 2' GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4--20 X 5/8' TRACE( BOLTS. 18GA (9 x 7). 16GA. (9 X 8), OPENING HEIGHT I I II 03" 7 X 8) NOT OVER DOOR HEIGHT) 2 BRACKETS EACH SIDE) COMMERCIAL (9 X 7) x 7) 1/2 POLYSTYRENJEV37-X 8) 3 BRACKETS EACH SIDE) INSULATION STANDCOMMERCIAL9Xe) FOR MODEL 735 20 GAGE ENO STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE ENO GAP OVER ENO STB.ES ON 9 X e. 21' OR 24' SEE DETAIL C. HIGH PANEL SKIP YOUIDING NAILED EVERY 12' CALV. AND PREPRINTED 6-0 TYPE NAIL MEN. 25 GAGE ALLEXCEPT24GMODEL750. 2 T— SCREW - 3/16" X 1-1/2' LAG SECTION 8-8 20 CAGE GALV. STEEL CENTER STILE TOG-L-IOC OR POP RNEIED TO PANEL. IOCA COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE IS CAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A—pFORSPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/Y FASTENED WITH (4) 1/4" X J/4" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P.S.F. FABLE DOOR SIZE OEMN PRESSURE TEST PRESSURE YAM MEN POW NECAIIYE PO9111VE NEGAl1YE 9'-0" 7'-0" 22.9 26.4 34.4 39.6 9'-0" 8'-0" 19.2 22.2 28.8 33.3 MOTE: AtM-OE9 FASTENERS OWTO BEL5/BOLTS MUTSN1/4- X 3/4- LONG KEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN OEMONSTRATED TO WITHSTAND THE PRESSURES _pE-51737 USTEO a THE TABLE ABOVE VA TESTING TO ANSI/DASMA 108-05. 972 +92-v500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. PieNnlond E^ 9 A 6o pro RdoaomrfpImdotoonr4dloodeon4truetbndbb. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2- ROLLER WITH 7/16- OIA STEM. TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2- ROLLER WITH 7/16" OIA. STEM. TIRE: 7 BALL STEEL. (9 X 8). OPTIONAL LOCK NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCX MUST ENGAGE BOTH J TRACKS ON DOORS WITH EXTENSION ] S1RlRS SPRINGS). J" 20GA SEE OCTAL A) GALV. STEEL END HINGE COMMERCIAL ATTACHED WITH 5 FASTENERS. 14 CAGE. ( SEE DETAIL C). GALVANIZED STEEL STRUT. 1--*'—ATUCHED WITH 1/4- X 3/4- LONG HEX HEAD SELF ORWNC SCREWS. 2 PER VERTICAL SrLE) THIS STRUT ON HINGE LOTHEAF.t7R TROTSISEE SUTNALN CEOF TOP k BOTTOM SECTIONS. 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD, 724, 730 750. 755, 426. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER a 7' OR 5' CENTER STILES AND HINGE 1 COLUMN 3' 1 USE ONE EXTRA SELF ORMLING SCREW THROUGH 2.75" --I LOP LEAF OF HINGE. END SITIE d RAL. DETAIL A 20 GAGE END STILES 3" 20W WIDE STRUT O 04 O 0, 4 O O 20 CAGE I ENDCAP99 X A USED ONLY L.H. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBR15 REQUIREMENTS IN FTIC DETAIL C 9 X % 15080 9 X 8 P.O. BOX 6915 Qwa aso i 0001t 7TTR9 i89 AR 501) 562-1872 724, 426, 730, 735. 750, 755 PART NAME: WINOLOAO RESIDENTIAL PAN DOOR WI 8 12/ 15/11RLBTOLERANCEFRAC•* 1/ 64' o. * ." A"G- t ' 2866 3/10/ 08 RLB NEXT LEVEL PLOT SCALE I PATE: 111 07 ORN. BY I 8H DWG. NO. 99- 8-079 2848 11/1/07 RLB E.C.N. DATE: APPROV. SCALE NONE SHT 1 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAG SCREWS 2' GALV. STEEL VERTICAL TRACK BOLTEDTED TO R04TRACKBRACKETS WITH 1/4'-20 X 5/6' TRACK BOLTS. OPENINGHEIGHT 94 OOONIRT HEIGHT) BRACKETS EACH SIDE X 1-1/2' X 13 GAGE MIN. 1/4' X 1/2' LONG STEEL HORIZONTAL ANGLE. CARRPGE BOLT A HUT 4. HEX HEAD SELF ORLLOIG SCREW USE 2)_ I/A' X 3/4• SHE 7MMETAL SCREWS STEEL HORIZONTAL THE OAR INT3 CAGE 03'(15X 7) 74• (16 X 6) 42'(18X7) 50' (16 X 6) 21' (16 X 7) 24- (16 X 8) 20 GAGE ENO STILES - FASTENED WITH TOC-L-LOCS TO PANEL USE ENO GAP OVER ENO STILES. ( SEE DETAIL C) 6STOP MOULDINC HALED EVERY 9' 6- 0 TYPE NAIL MIN. jT__ SECTION B-B IOGA, OOMMERCIAL GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE ODOR SIZE OMW PRESSURE I TEST PRESSURE WOTH HEGMTJ POSITIVE NEGAIVE IPOSM NEGATIVE 16'- 0" 7'-0" 18.7 20.8 28.1 31.2 16'- 0" 8'-0"+18.7 20.8 28.1 31.2 DETAIL 0 16 GAGE GALV. STEEL S STRUTS — TOP BRACKET WITH 14 3' 2o1:A WOE (16 X GAGE ROLLER HOLDER 3' 1BOA WIDE 16 X SEE DETAIL 0. SEE OCTAL A) STRUT JUST BELOW IFF TOPBRACKET. 2' ROLLER WITH 7/ 16' DIA STEM. IRE 16XSEL7 BALL SHORT STEM 16 7) X 6 10 BALL LONG STEM oPnom LOCK -/ STRUT ON UPPER PART Of SECTION OVER MING LEAF. ( SEE DETAIL 8). 0 MI ATTACHEEDE) COMMERCIAL TH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH I/4' X 3/4' LONG HEX HEAD SELF ORLLYIG SCREW 2 PER VERTICAL STILE) 1 / 2' POLYSTYRENE INSWITION STRUT ON UPPER PARE OF STANDARD FOR MODEL 735. SECTION OVER HINGE) LEAF. DETAIL 3). SEE1- 3/6' POLYSTYRENE 21' OR 24' HIGH INSULATION OPTIONAL FOR MOO. 724. 730. PANEL GALV. AND 750. 755, 426. PREPAINITD STEEL 29 GAGE ALL STRUT 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 BE A13OVE SECTIONA -A OORRe LOW ROLLER. 20 GAGE GALV. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL IIGAGE OG (STT) L HINGE RESIDENTIAL Ile X 3/4- HEX HEAD SHEET METAL SCREWS. NOTE ALL NON-oESCRFnVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/9' HEX BOLTS & NUTS OR 1/ 4' X J/4' LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES a-ra LISTED IN THE TABLE ABOVE VIA TESTING TO MKT/DALSMA 105-09. 972 DETERMINATION of SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. P'd°i°bb 1neT°° e m USE ONE EXTRA SELF DRUNC SCREW THROUGH TOP LEAF OF HINIZ, EIW STILE k RYA. TYPICAL Nil EACH OPTIONAL SS6 GLASS LIGHTS 6'( 000BLE CAW) STILES COLUMNS HINGESTCOLUMNS) 1 I-- 2.75' —I DETAIL A J' 20GA V40E STRUT (15 X 7) 3' T86A WIDE STRUT (16 % 6 7 ORB B 20 GAGE Ero. 20GAGEENO CAP DETAIL C NOTE DOOR MUST BE IN EXIV WITHEITHER /W ELAN OP RATOR116' DETAILBORALOCK (MUST ENGAGE f90TH 7 TRACKS ON RS WITH EXTE.ON SPRINGS). NOTE: GLAZING DEBRISDOES NOT SATISFY IMPACT REQUIREMENTSINFBCf 116'X l8J FL 15080 P. O. BOX 8915 LITTLE2A" W WIRDOOReis501) 562- 1872 07 I 1 B 1-112/15/111 RLB 03 A 2866 3/10/05 RLB csm 2848 11/ 1/07 RLB a1on REV. E.C.N. DATE: APPROV. MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR TOLERANCE W 1 B DEC.'t'. 015 NEXT LEVEL DATE DWG. NO. AM, H: V t t 1 07 99-B-079 SCALE PLOT SCALE ORN. BY SHT 2 OF 3 NONE BH Florida Building Code Online Page I of 4 FL17676.9 RegulationBusiness & Professional r Flaifla DepAIf -'d BCIS Home I Log In I user Registration I Not Topics I submit su dw ge I slat: & Facts 1 Publications I FBC stag ( BCIS she Map I Links I Seam Busines Profess&al product Approval USER: Public: Use Regulation PmAuct Approval Menu > ProOUR or Application Search > Application List > Application oxtail Fl. # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved G MI 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 Usting American Architectural Manufacturers Association Steven M. Urich, PE GL• Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 22/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Building Code Online Page 2 of 4 Summary of Products FL it 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 R2 C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 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: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf 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 R2 C CAC APC 3540 Fn 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 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 R2 C CAC APC 3540 Fin 44x63.ndf 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 R2 II Install - 3540 SH Fin 44x63.odf 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 EL27676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL27676 R2 II Install - 3540 SH Fin 44x72.odf 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 144xB4 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. R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x84.udr Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQyvtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 3 of 4 IEvaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certincate Approved for use in HVHZ: No FL37676 R2 C CAC APC 3540 Fin 52x84.odf 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 R2 II FL17676 RI. II Install - 3540 SH Fin ASTM E1300-04. 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-012S2B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE 511854E 1252.odfFL17676 Created by Independent Third Party: Yes 27676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratioh Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 F117676 RZ 11 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party. Yes Evaluation Reports FL17676 R2 AE S11989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 1 Installation Instructions Other: LC-PG35 FL27676 R2 II OS-01247E IO.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849E 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CeC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B II.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988E 1371.odf Created by Independent Third Party: Yes 27676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2027 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 27676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 52x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S23016A 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 R2 C CAC APC 3S40 FLS 52x84.odf 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 R2 II 0"1514 512141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 3S40 Fis S2x84.odf 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 R2 C CAC APC(1277SIA2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01. 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3S40 SH FIN 48x72 (As Testedl.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 35Q CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Beek Next Contact Us :: 2940 North Monroe Street, TeOahassee FL 32399 Plane: 850-487-1824 The State of Florida Is an AglEEO employer. CAayrleht 2007-2013 State of Florlds.:: Privacy Statement :: Sccessibalty Statement :: Refund Statement Under Florida lour, 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 mall. If you have any questions, please contact 850.487.1395. 'pursuant to Section 41SS.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmera with an email address d they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please tlkk b= Product Approval Accepts: Cred tSAFE https://floridabuilding.orglprlpi_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 A-L i Vefidator /Operations Ad hlsft or) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product dessrl6etl bdiow It b6mby approved forTdlft-1h.0vd bind issue cf the P-M" 060W Prioducis Dotdoay: The approval Is based. on sucl;essfirl rampleV'on of tests, and the reporting to the Administrator Qr1he results oliests, acoopWt led by related drawings; by an A."Acdedited.l aboratory. 1. The listing below will be -added to the next pubGshed'AAMA•Certfied Produds'Din story. SPECI.FICATION- RECORD OF PRODUCT'f ESTERAAMAJWDMA/CSA'1U111.S?JAA40-0tl LC-PG40'-014x2134 (36x84)-H Negative :Design Pressure =-5t)'psf COMPANY AND CODE CPD NO. SERIES MODELS PRODUCT DESCk PT10N MAXIMUM SM TESTED MI Windows b Doors, LLC 7157 3540 SH (FINLESS) PVC)(O/X)(IG)(INS W , FRAME 914 mm x 2134 mM . SASH 867 mm x 892'mr+n Code: A 7'1 REINF MLT)(ASTM) TO" x rWj 2110" x 2'11") Z Thisterfification will expire July 27, 2020 (e)tended from July 27, 20.15 Per AAMA.163r14a) and requires validation.until then by continued listing in the.current AAMA Certified Products -Directory. 3. Product Tested and Repoded-by.' Architechiral Testing, Inc. Report No.: 81910.01 109-47 Date of Report: August 15, 2011 ' Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h, 4-vk4addLaboratories, Inc. Authorized for Certification D TZ-Q AmeriM Architectural Manufacturers Association 36' MAX. FRAME WIDTH 1_ 4" MAX. ANCHORS TO BE EOUALL'+ SPACED. SEE ANCHOR CIIART SHEET 1 FOR UNIT SIZE AND ANCHOR 4UANTITY O 8MAX. FRAME I HEIGHT X L 4' MAX. I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RA77NO IMPACT RATING 40. 01-50.OPSF NONE Number o/ anchors required W each smb Height In) Panel width In 24. 0 30.0 30.0 24. 0 2 1 2 12 30. 0 2 2 2 36. 0 3 3 3 42. 0_ 3_ 3 __3 411. 0 3 3 3 54. 0 3 3. 4 60. 0 4 t t eeo t t 4 12. 0 d• 4 6 Tea t a s 84. 0 S 5 TABLE OF CONTENTS SHEET NO. DESCRIPTION 2 — 3 ELEVATIONS, ANCHORING LAYOUTS AND NOTES INSTALLATION DETAILS I. 159m ocsanoloon a*E NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOO •FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF 1HE ARCHITECT OR ENGINEER OF RECORD. 3) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. W61NO 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-104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 91 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/I6' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK. TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 10 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. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIE147 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 CORROSIOCI RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TMAJN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPFCIFIC GRAVITY OF G=0.47 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY.— STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE I TOR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS IIL1111rr11j R.• 1p i z 650WEST. MARKET STREET GRANTZ, PA 17030=0370 5 0 iERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED —AON—IMPACT 36" X. 84 ELEVATION, ANCHORING LAYOUT AND NOTES oO E OF es< i4• d' ;e[ O RHO: ARMONGI/0. atv 08- 501 72 iis ONAl110\`` L. art NTS10/17/11 1 OF 3 Rcvr"i Irscwl" I DATE I PF.Rml(, 2X UUCK/ "'GOD I•RAMIHG BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE J C-1 01 SET I11 BED OF 1 / 4" MAX. 1 3/ 16" MIN. 1 /4' MAX. APPROVED SEALANT SHI1d EMBEDMENT SHIM HEAP 10 BE SET IN k 6E0 OF APPROVED r rS WOOD SCREW CONSTRUCTION SELANT / INTERIOR 1 .X BUCK/Y;OOCJ FRAMRJG \ / L I BY OTHEP,S. 2X BUCK TO EXTERIOR I INTERIOR BE PROPERLY SECURED \ u EXTERIOR FLANGE iO BE SET IN BED OF SILL TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION JImF 8 BCD OF APPROVCD 2K SUCWW000 FRAMING INSTALLATION CONSTRUCTION ADHESIVE FLANGE TO BE 1/4' MAX. HIM SET IN BCD OF APPROVED SEALANT —• ---rI NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS 2>; BUCK/WOOD FRAMING VERTICAL CROSS SECTION 650 WEST MARKET STREET BY 01HERS. :4 BUCK TO BE PROPERLY SECURED 2XBUCWWOODFRAMINGINS TALLATION GRANTZ, PA 17030-0370 ` ,••GENSF t{+ SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *:MOAT STEELREINFORCED — NON —IMPACT 36' X 84 ^.o a INSTALLATION DETAILS Z9D ISCALeR vee. oee o pev OORlov. G I aTE 08— A 372 — qs 0 11?\` NTS10/17/11 2 OF 3 lAA:;ONRY'/i3ONCRET E BY OTHERS PTIONAL IX BUCK BY OTHERS, IX BUCK Tv BE POPERLY SECURED. SEE NOTE 3 SHEEF I FLAKE i0 BE SFTIN BED OF APPROVED SEALANT EXTERIOR rU.P)GE TO BE SEI1N BEO OF APPROVED SEAU-VT OPTIONAL IX BUCK B/ OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 It 1/4" MAX. SHIM HEAD i0 BE SEY IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR SILL TO BE SET IN CBEDON OF APPROVED COtJSTRU TION ADHESIVE I/4" MAX. r SHILL r VERTICAL CROSS SECTION MASONRYr,ONCRETE INSTALLATION aEMONS ImyINSCRW0. I MR A--mo4o 1 1/4" MIN. 1/4" MAX. EMBEDMENT SH1164 3/ 16" TAPCON MASONRY/CONCRETE \ BY OTHERS INTERIOR 2 5i8" MIN. EDGE GIST. L_ a OPTIONAL 1X BUCK BY EXTERIOR OTHERS, T X BUCK. TO BE PROPERLY SECURED. SEE FLANGE TO BE 140TE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRYsCONCRETE INSTALLATION MASONRY/CONCRETE NOTE: INFERIOR AND EXTERIOR FINISHES". BY OTHERS. BY OTHERS NOT SHOWN FOR CLARITY. DOORSM650Iw00WESTMT'S RE1i10 /zKEO GRANTZ, PA 17030-0370 STREET J S N,s SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW Ifl INSTALLATION DETAILS STEEL REINFORCED — NON —IMPACT 36" X 84Nifilill"\ TkE KOM: owc 110. FirORIOT; V.L.l'Ic-4c OF 08--01c372 —NAEa3` arcNTS 10/17/11 3 OF 3 L. Roberto l onlas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-4695 rllonus@lrlomaspe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Se ies-3540 Finless PVC Single Hung Window— Non -Impact Report No.: 511989 Compliance: The above mentioned productftas'been evaluated for compliance with the requirements of the Florida Department of Commuk y Affairs for Statewide.Acceptanoe per. Rule 9N-3. The product listed herein complies with requirements of the Florida Budding Code. Supp. orting Teelurical Documentation: 1. Approval document. drawing number Ott- li372.titled:Series 3540 Flhl&ss-PVC Single Hung Window•—Non- Impatt. sigfted and sealed by Luis Roberto Lomas P:E. 2. Test report No.: B1910.01409 4t sigoed'and sealed by Michael D. Sbemmei.•P.E. Architectural Tesong, .lnc: York, PA AAMAIWDMA/CSA 101/I.S.?JA44b-05 Design pressure: +40.10150A3psf* Water penetration resistance 6.06psf 3. Anthor'ealculalions, report number'511089-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Condidons of use., Maximum design pressure: +40.0/ 50.0 pst Ma)amum-unit shw 36" x W Units must be gWed per49YM E•1300-04. Frame and sash material: Extruded Rigid PVC: Sash-stile.and rails and fixed meeting rail n inforedment Roll formed steel. 7'Ms product is not rated, to be used in the WH4 This produit is not impact resistant and requires.impact protsciion In wind bome debris regions. nstallatlon: Units must be installed In accordance with approval document, 0"I372: Cartiricatt" of Independence: Please note that I don t have nor will acquire a financial interest in any company manufachMrV. or distributing the product(s) for which this report Is being:issued: Also..1 don't have nor Will acquire a financial interest lh'4hy oilier entity involved'm t1t@•approv6l 0roce99of the liisted'product(s). 1 of 1 11 11z 0 5 •*; TATE OF ; Q: 1 iO'`1••.'0RIOP• NAII` Luis R. Lomas, P.E. FL No.: 62514 11 /07/2011 Florida Building Code Online FL17676.16 Page 1 of 4 Business & Professional Regulation rMnlo De-p otif Busmes SOS Mome I Log in I User RepbvaUon 1 Mot ToDl product ApprovalF&USER: submR SwcMrye 1 Stats S Facts Publications FBc Sro1r ` acts SRe Map Wks search Professi% Prbrc User Regulation Pvdurl Aenrovsl Menu > Product or Application Search > Aooaatbn Ust > Appiiotion DltaU FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall 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 J MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiinger®miwd.com Brent Sitlinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE 1Z Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 httvs:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f(31. 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL * 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 R2 C CAC APC 3540 Fin 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration' Date Impact Resistant: No 04/12/2027 Design Pressure: +35/-50 Installation Instructions Other. LC-PG35. Units must be glazed in accordance with FL27676 R2 II Install - 3540 SH 36 x74 Fiih.edf ASTM E1300-04. Verified By: American Architectural Manufacturers Association .. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for -use in HVHZ: No FL17676 R2 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 R2 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 R2 C CAC APC 3540 Fin 40x66.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +3s/-45 Installation Instructions Other: R-PG35. Units must be glazed In accordance with ASTM E1300-04. FL17676 R2 II Install - 3540 SH Fin 40x66.odf 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 R2 C CAC APC 3W 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 fl.17676 R2 11 Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Greated-by-Independent-Third Party: 1 17676.5 13540 SH 1 44x72 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate 17676 R2 C CACAPC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 14084 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 R2 C CAC APC 3540 Fin 44x84.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install • 3540 51 Inn 44x04.edf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 13540 SH 1 52x84 Fin Frame 1 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C GAG APC 3540 Fin 52x84.0df Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions E 17676 R2 II FL17676 RI lI Install - 3540 SH Fin Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.0df Approved for use outside HVHZ: Yes Quality Contract Expiration Date Impact Resistant, No Design Pressure:•+35/-50 Installation Instructions Other. LC-PG35 EL17676 R2 II 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Party: Yes 17676.9 13S40 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL176767676 R2 C CAC APC 3S40 FL5 36x84.0df Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +40/-50 07/27/2020 . Installation Instructions Other. LC-PG40 FL17676 R2 II 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE 511989 3540 FLS 36x84.0dfFL17676 Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Fr 17676 R2 C CAr APC 3540 FLS 44x72.Ddf QualitylZAssurance Contract Expiration Date Impact Resistant: No Design Pressure: +35/-47 017 Installation Instructions 10Other: LC-PG35 Fr 17676 R2 11 08-01247E Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.Ddf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate 3540ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CSC APC FIS 48x96.Ddf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +30/-30 08/28/2017 Installation Instructions 11 08-01371E 11Other: LC-PG30 FL27676 R2 Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE 511988B 1371.DdfFL17676 Created by Independent Third Party: Yes 17676.12 13540 SH 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 52x62 Finless Frame Certification Agency Certificate Fr 17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 11 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE 513035A 2269.odf Created by independent Third Party: Yes 117676.13 13540 SH 152x72 Finless 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. R-PG30 Certification Agency Certificate FL17676 R2 C CAC A 3540 FLS 52x72.odf Q-Hty_Assurance ContM4 Expiration -Date. 04/12/2017 Installation Instructions FS17676 R2 II 08-0Z70A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports I I Created by Independent Third Party: Yes I 17676.14 13540 SH 52xS4 Finless Frame Limits of Use Certification Agency Certificate Approved for.useln•HVHZ: No FL17676 R2 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 R2 II 08-02S14 S12141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 AE 512141 3_S40 Fis 52x84-oaf Created by Independent Third Party: Yes 17676.15 13540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No fl.17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 r_7326.01.3540.AWS.IG.f1N.48X72.R35.(0720161 Impact.Resistant: No. 4tev.pd - Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other. R-PG35. Units.must•be glazed In accordance with 07/20/2016 ASTM E1300-04. Installation Instructions - FL17676 R2 II install Instructs - 3540 SH FIN 48x7 (As Testedl.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 OHS Limits of Use Certification'Agency Certificate Approved for use 4n HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74-edf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8a4 N® C0011d US:: 1940 North Monroe Sneer. W-ahasse•_ Fl. 32399 Phone: 850-487-2824 The State of Fhirida Is an WEED employer. Cooeniaht 2007-2013 State of Florida. — Prlvacy Statement :: Acceslbnty Statement :: Refund Statement Under Florida low, crag addresses are public records. If you do not want yen e-moll address released In response to a public -records request, do not send electronic man to thB entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pumuam to Sresbn e55.275(1), Florida Statute, effective October 1, 2012, licensees Owned under Chapter 45S, F.S. must provide the Departure n with an small address 9 they have one. The emalls provided may be used for o111cW cmunuNcotbn with the Oversee. However emall addresses are public record. If you do not wish to apply a personal address, please provide the DepaMmd with an emall address which can be made ovallable to the public To determine If you are a licensee under ChaptwASS, FS., please click b=, Product Approval Aoeeytc Credit Card SAFE https://floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 AAMA - tvaudat )oi vnsAdm r>1s»oorj. CERTIF..ICATIQN MPGRAM AUTHORIZATION FOR.PRODUCTCERTIFICATION MI Windows A Doors, Inc. P.O. Box 370 Gratz, PA 17030-WO Attu: Rick Sawdey Tft 01+0d.W.dGtb bed•bebw U hereby epprov6d fotfisting bi the biA issue of the AAMPCC,60ed Prbft ds DirecU ' life app' is ba6ed On SVOWSSI4 rl0 000' +4Y tests, and the rr#portil9g 4411te Admetistrator of the resylts 1.i sls. aco aNdd by related drawl vm by an A" Aupt.Med Laboratory. 1.•The-11s11ng below vrlll-tie added'm the neid published;AAUA derided'kbducb-Dltedory. RECOjtD•OF PFPbUCTTF,STD SPF FlCr 17oN AAMAJIRIDIIAAfCSA1 11.5?1A440-08 LC G35=Z7 i 1867. j106xyi Negative Desigp press+re= -50 psf CO fgiPAi lrAft CORE `.CPD NO. 1 oUaA PRouuc7 .. SERIESDE$ CR.f.Pi'IGN , MA)UMUM Sr& TE si 3S40 TRIPLE- SH rj ' RAME SASH N11 Alleldows a DOg1CSi Inc. 1081T PyC)(om0)X0m00) 2731 OM x 119P.MM 860 MM x.919 rrMrt Code: (IATL WS GLj(It llPi til-T)(ASfiVI r.x IPA.) j {Y10" x 3vi 2- This OerillicaAioriwlll expire Aprltl!2, 2017_ and requires validation unb7 then by continued Us" InVie cumei t AAMA Certified Pr+oducts'Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C? 327.01-109-47 Date of Report May ,7, 2013 Date: Maya, 2013 Cc: AAMA JGS . ACP-04 ( Rev. 1111) Validated for Certification Jam, L jfe` d6Lac6bor;ato6es,- Inc.ncAuthorized forCertificatlon r American Architectural Manufacturers Association ELEVATION loll' 2' typ. 2" typ TT- 2' o.c. max. rtt A-"W CLEARANCE ALL FOUR SIDES) THINO Min 'Edge Distancevj JAMB DETAIL Fi1NS 'NOUNAfiNG FUWG WHICH NOT TO IRE CONFUSED WITH '1 /2' 1 FLA% By OTH Anchor S ells i Mln;. Edge SILL DETAIL HEAD DETAIL Notes: 1. Installation depicted: based off of structural test report C7327. 01-108-47. SIZE p m 2. Wood screws shall ratify the National Design Specification for Wood uConstruction for material type and Caulk nder. ENTIRE Caulk un,af dimensionol requirements. ClIng fin before 3. Wood buck Installations are assumed 2x fostening: • S- P-F (G-0.42) or denser. Duck width shall be greotsr than the window frame width. Tapered or partial width bucks are not allowed. Wood- buck shag be secured to the sinicture to resist all design loads. 4, Wood screw lengths sholl: 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 becrifig. non - compressible type. 8. Thsse drawings depict the-deloils necessary to meet structural, bad requirements. They do not address the SHM AS air Infiltration, wafer penetration, Intrusion REQUIRED' , or thermal performance Mquirements of DRYWALL the Installation. 7. Installation shown:is that :ef the test window for the situ shown and the design pressure blalmed. For window B .x1-5/8" SCREW (SHOPRI. WITH 1/2' sizes smaller than shown. locate SHEATHING) MUST - ACHIEVE f-1%4' fasteners approx. 2' from comers and PENETRATION:INTC: SYUD.. no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN: PRESSURE CHART FASiE O TVK, AND SPACW SHOWN' WILL ALLOW DESIGN' PRESSURES UP TO +35/-50 UNRS UP TO 108x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT'SIZE ,.AND APPLICABLE DESIGN PRESSURE LIMITATIONS) g Windows &` Dobr1 • Gratz, PA • seb INSTA,,gqTIOf. INSTRUCTIONS do FASTENER: SCHEDULE — FIN— saw re V. M.R. fo.m 0420- 09 eeo .: oo ems I = 3540, SingleHung Continuous Head and Sill NONE own 3W SH C84 11N x w NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. II. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E 1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES ELEVATIONS DETAILS fmvtsoas I m I oESOVtOd I atE I #PPRMO 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: 3500PW. 3500T, 3500SOUTES, 3500SP. 3540PX. 3540T. 3540SOUTES, 354OSP, 3250PZ, 3250T, 325OSDUTES, 3250SP, 3240PW, 3240T, 324OSDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSOLIIES. 3500HPSP, 358OWP, 3580T, 3580SOLIIES. 3580SP, S-3500PW, S-3500T. S-3500SDIUTES. S-3500SP, S-3540PW. S-3540T, S-354OSDLITES, S-3540SP, M-3500PW, W-3500PW, W-3500T, W-3540PW. W-3540T, W-3540SOILITES, W-3540SP. 1255PW, 1255SP, 128OPW, 91OSP. 1255HPPW, 1255HPT, 1255HPSOLITES AND 1255HPSP. T-2-hm _ -Ftx tb QLA-SS t SIGNED: 0211712016 MIWINDOWSIWDOW DOORS 11 111 0 //, EST MARKET GRATZ, PA 17030-0370 J\ 6 r,• v\GEHS ,d'% J/ # SERIES3500FIXEDWINDOW96" X 60" NON -IMPACT NOTES p + Pw 4: 13 - AT OF , v, zn' i i'SS,IO aavm: owo roo 08- 02859 rtn 71ONA 11\\\ sriuc NTS °E 02/04/16 -1 OF 3 2" i ti FF HE 96- MAX. FRAME WIDTH MAX 10" MAX O.C. 2" MAX 2" MAX J 10" MAX 0" O.C. AX. AME IGHT SEE FOI OfOF SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.W.60.OPSF NONE NOTES: I. MAXIMUM D..O.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE Haight 2" MAX J CHART i I NUMBER ANCHORS I C I I art 1 •.Pw40 1 MI WINDOWS IAND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION 0wm,: o0c w N.G. 08-02859 SmL NTS °"'t 02/04/16 ISHM2 OF 3 SIGNED. 02117RO16 w' - APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8- MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4' MAX. 7 SHIM SPACE t WOOD FRAMING BY OTHERS a6 WOOD SCREW 1 1/4- 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 1/4- MAX SHIM SPACE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR L:LARITY- 2ESIGN DIN ANDJOINTEKWHASTME2112E4LANT By BE y DESIGNEDINACCORDANCEWTTHASTME2112 41r+T,1`/eT_-P• W000I FRAMING BY OTHERS b O SIGNED:0211712016 MI W650 INDOWS AND DOORS II IIILl04 ESTMARKETSTRETGRATZ, PA 17030-0370 J`S y GENse SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS SSSTTAT OF. an y 0a-- owc wo 08 02 59 NGrjs OINAL aG \ I— NTS Mr< 02/04 16 3 OF 3 Florida Building Code Online 18504.2 Page 1 of 3 Professionalea r at]S Home Log In I User Registration I Mot Topk3 Submll Surcharge Stats 6 Facts publications I FIC Stall I aCIS Site Map I Links Search t, r 16 II Product Approval USER: P Dge Use, it Ryo Product Approval Menu > Product or Aoolka[bn Starch > Aoolkatbn Lkt > Application Detail h FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived 17-1 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 01 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 FLIS504 RO COI FL COI.odf 1710.5.3 Method 2 Option B https:Hfloridabu ilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 107 ]/8' COMBINED WIDTH w1--{ w2 P 1 FRAME HEIGiiT WINDOW WINDOW MULLION SCAN) 107 3/8" COMBINED WIDTH W1 - 1I W2 83' LW FRAMEWINDOW HEIGHTMULL`. ON SPIN) 3/ 8" COMBINED WIDTH rWIt07wlj'ED W2 I 83" J jjWINDO J WINDOW J FRAME HEIGHT 11 WIN00 1 5IN jjj J f W 1 -"i F-- 7/7 107 3/8' COMBINED WIDTH Dadlin preswlu eating (PId) Unlb anchored Into wood haming Mullion span ( in) TH utarywld n 1& 13 Lt50 3900 1 4100 8.00 I 5L13 25. 00 130.0 130.0 130,0 1130.0 I 13MO 130.0 37. 38 130.01 1 .0 IZ7.2 1121.01127.0 127.0 49. 63 120.7 94.3 77.9 73.8 72.1 72'0 62. 00 92.4 70.6 58.0 51.5 14&6 47.4. 6A63 8&5 65.8 51.7 47 3 44.4 43.0 7L00 77.6 5&7 46.6 41.4 36.5 37.0. 84 00 021 4&0 33./ 28.1 26.3 24,9 107 3/8" COMBINED WIDTH W W2 I --j j-- as" Lw FRAMEWINDOW HEIGHT P ION PAN) t07 3/8' COMBINED WIDTH W1 W2 ` 83„ J WINDOW / FRAME HEIGHT MULLION / SPAN) II 1 W i --( h- W2 107 3/8" COMBINED WIDTH t aEr REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 107 3/8" COMBINED WIDTH WI --{ I W2 WINDOWHEIGHT F8LHMULLIONSPAN) wtW2 107 3/ 8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED rOGETNER AS LONG AS COMBINED WIDTH DOES NOTEXCEEO 107 3/8• AS SHOWN HEREIN. Design pressure eating (p>IJ Unlbsnawad Into mesonry/wnerets Mullion Wan( In) TAbubry 1& 17 JS30 width X00 4L00 In 48. 00 1 8L13 7J 00 130.0 0 1' 1 0 80.0 37.30 130.0 0 130.0 1 0.0 130.0 49.63 130.0 0 130.0 130.0 130A 6L00 130. 0 W 79.373.9 71.5 OS63_ 130. 0 65.5 60.5 58.2' 7L00 99 3 4S. 44,0 420 64.00 82.1 1 20.1 26.3 24.0 LARGEAND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONES DIMENSIONS IN CNARTARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS V.L. 1 08-01445 Za NTS O E 01/11/12 js1w2 OF 3 SIGNED: 08107, 2015 It0IIIu`10 9 e•. EMB 1y+i' MPOF ;tug F•:r OR10P• L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@Irlomaspe.com Manufacturer: Ml Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8• x 84' Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certirrcation of Independence: Pleade note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 ItIIII111i11 vJ`S R to E N 651 •' 5TATE OF Liris R. Lomas, P.E. FL No.: 62514 08/07/2015 w Florida Building Code Online S0-FP% + S Page l of 2 Business & Professional Regulation F)Ctldil D -nn eas Noma I Lug In I user Regrstratlon i not Towrm nISmrtSWChorge I Stets a Fro ags IPubemOoIFBCStan I BW 51ts Nap I unks I SearM Bus Cie • Product Approval Proci . M USM PUWX V Reg latiori- . e > ApOtlsttar Oeba', Ft. g FL12019- RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CLlfbon Street Tampa, FL 33634 813) 884-0444 lyle.pestow®aom- metals.com Authorized Signature Vivian Wright rickw®rwbldgconsultants.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer y- 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 Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02f202O Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of independence $ i2D1° ;R5 COI CftfflW8Of In ftrA Menoa•°df Referenced Standard and Year (of Standard) nderd. YS8[ ASTM E330 20D2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding. orglprlpr app_dfl.aspx?param--wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 AMERICAN CONSTRUCTION METALS 51410 West Man Sheet TampcL FL 33W TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. ft product has been evaluated and is in compliance wnlh the Sth Edition 12014) Haido BL"Mg Code excluding the "gh Velocity Hurricane Zone" (HVHZ). 2. product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. Soo conditions not covered by this drawing are subject to further engineering analysts. 4. Wood/CMU wall construction, by others, must be designed property to receive loods from the sofrd and/or T x T batten strips. S. Aluminum soft shop conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TAKE W CONIUM SNFFT# OESCNMN elevafioux s notes 2 Por1e1 detaft 3 - SoW detdb a d n WOMM 4 SoW deM a d8519A INVOM S Solfil detak design presslae3 a 09 01.1110 0. TRIPLE 4 TV4 14021D)IS'THM T40:4(101 }am QUAD 4 IW o.w12011"flaq o4o11ID178 ram I FL-12019.1 1° A • .=1 ROOF OV601ANG A ROOF ROOF ROOF OVERHANG ROOF ALUMWlR1 (. .. fASC TIiN l SOFFIT — IA EMU OR SOFFIT EMU 000 WOOD DBAIL • C • FRAMEDSEEDETAIL' A' fRA11ED SEE DBAIL' B' E'E DBAII' D SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS qmn w<I ftft Ve ) (StMn wl b=ffi "an01ew0 SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSG POSMVE NEGATWE B' 70.0 141.0 lo• 60.0 60.0 it 50.0 50.0 Ir 38.5 38.S le 30.0 30.0 uie: wvw rRwmuav n w wnnca inn......,.. DESIGNED BY THE ARCHIM OR BdGNEEt OF REODRD DETAIL" B" F-Momel TRIM NAIL ATTACK THROUGH FASCIA NOTE: 01d'SQUARE0.C. MAX ! AGANST PANEL FASCCUI IA FLAJ TRIM60110MOFFASCIAf1ATSTAPLES NSTAILED 0 ENDOFPANELAND 6' MAIL O.C. SEE DBAIL1'. SHE$ S) IfflrmAx—, F DETAIL " A". Poscio STARES INSTALLED 0 2f'Or- ONTO WOOD) ON KMAFNB LEG OR T'NAIL O IT O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 0 1 r O.C. ONTO WOOD) IN F- CHM*a SLOT OR 7-NAIL 017 O.C. ONTO WOOD OR MASONRY) SIAP1ES LOCATED tlIANG SPAN' ROOF FRAMING SOFFIT) EMU ORWON V z SEEDBAIE-A' FRAMED 3u . SEE DBAIL- C' SIDE VIEW - SINGLE SPAN w/7-CHANNEL Sham ad wsslFombg amwev") r STAPLES INSTALLED 017 O.C. IN10 WOOD) 7 N J CHAMNB SLOT OR T-NAIL 017 O.C. INTO WOOD OR MASONRY) STAPLES LOCATED . 8 IL 2S' O. C.NTOFRAMNG ;.' S: . STARES NSMALLED G IT O.C. ONTO WOOD) N JCHANNELSLOT OR IHNAAR 91T O.C. DETAIL " D " J4:1onnel Foscio DETAIL ". J- ChoMel bec. er: JK SUBSTRATE NOTES:' gLFS 1.WOODSUBSTRATEG-DA2ORBEEt 2. MASONRY SUBSTRATE UM PSI CONCRETE OACI301) FL—.1 OR HOLLOW BLACK ( AM CM. nor . 3 or DESCRIIRON MAMHAL 1 FASCIA .021 S THL AL 3105- H14 ALUMINUM 2 l .015r THIC AL 3105 . H24.. ALUMINUMPREM3FCHANNEL ,01Sr THK. AL 3104 - H19 ALUMINUM 5 QUAD 4 PANEL Dl I5 OR D135' THIC AL 3105 . ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR D13'r THICIQ AL 3105 - ' _ ALUMINUM 7 A15x1,VCTRIMNAIL SS. B iS GA. X 1/4' SS STAPIi / T/B' MN EMB Slt$ 9 2'X 7 BATTEN STRIP (Ca.120R BETTER( WOOD 10 APA B-C- GROUP t EXT.15/37 PLYWOOD OR BUM WOOD 11 D97' D1A. T4WL / 5M MN. EMBEDMBq m 12dX31/C HD. GALV. STEEL COMMON NAIL 024.O.C. w/ 13/4'MN.EMB. DETAIL is H " FRAMING (Gk-0.42)' ATTACH w/ 241d COMMON NAILS 070P 10 ROOF FRAMING 8— -14 - RLUI EHDOFPANGAND I! MAX. O.C. SEE DETAIL. JI MAX. - VCIAIL" J" ROOFCVERWWG ROOF SPAN ' A ' 1• is•. c 12dX3-1/,C HD.GMV.SIEEL NA 02CO.C. i..a •- i EMU 011 WOOD . COMMON E1ETAIl•A•_1 `iT I. FAMED • w/1,VrMR.BIAL SNE33) CONTINUOUS SEE DETAIL H' BATTEN @ CL 4 SPAN 3 gas e SIDE VIEW -.DOUBLE SPAN w./BATTEN.; STAPLES® END OF PANEL AND SAowri w/ niiss/hamlbg ca:ullevo) ILfMAX. O.C. n Sff DETAIL J I SPAN ' A ' ROOFOVER ANG a. 6 SEEDETAR'G•• PM DETAIL I" RooFN OF- .. I SEE NOTE 2 TWIN SPAN LLU/GTH w/CONTINUOUS 9ATIEN A' DESIGN IRESSIRIE (SF) NEOAIIVE t4• 70.0 70.0 21r 60.0 60.0 27 S4.S S4.S 24• S0.0 50.0 EMU OR J wow DETAL•1• 8 1I FRAMED SEE DETAIL.A PT 3) SIDE VIEW - DOUBLE SPAN w/BATTEN . St-- w/ bu-lftmhv oveAeno) CONNECTOR NOTE 1. WOOD IitMLNG AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHOECT OR ENGINEER OF RECORD 2.12d COMMON NMI OR 3/14r OW TAPCON CONCRETE SCREW I. WOOD SUBSTRATE G e Q42OR BUM 2 MASONRY SUBSTRATE &OW PSI CONCRETE (ACI3D1) MILL OR HOU.OW BIOCI (ASTM C90). OK W. L.FS mwao a FL-120I9.1 E F 4 Florida Building Code Online t Page 1 of 2 I Business & s Home Professional I In I user RephshsuW Regulation fiei Ha-ropks I suWdt surcharye I SIMS a Faas I PutIOMUOM I Fec ssrt ( eas SU MP I links I search I Busines Prof ess.1 I Product Approval Sea:,. Regulation. pm&, d ar metlotlon S" > > /1PprlysUan DetsA; FL if FL36305-114 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/ Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins® atlasroofing.corn Authorized Signature Meldrin Collins mcollinsoatimoofing. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Rea Validation Checklist - Hardcopy Received Certificate of Independence fi•16305. R4 COT ATi33002 4'2014 FBC Produd"Evaluation Shinoles. odF Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https:// www.floridabuilding.org/pr/pr app_dtl.aspx?parara=wGEVXQwtDquJBMjgU1j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Vioduct Approval Method Method 1 Option D Date Submitted 06128/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/ 05/2015 AtMmi V of Products r • FL A Model, Number or Name Description _ 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt Shingles Limits of Use - Installation Instructions Approved for use in HVHZ.. Yes FL36305 R4 11 ATL13002.42014 F13C•Prddiicttrsluatlon Shlrioles.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports . Fl1 , 5 R4 A A' TLt •02:1 201 FIIIC Produce jyvatuadmr Created by Party: Yes ramhmn u::: 'lwnni: eso.aes. rua.. The Slate of FlarNA Ran AAMFO ertybryar:T "^^-''^•'' %+',"• .: privaev rt-rPment Under Florida law, emae addresses are public records. it you do not wart your e-mall address released In res onse m a public -records request. do not send demonic wall to this entity. Instead, mnOct the office by phone or by tradlllonal mall. V you have any que50ans, please contact 650.487.1395. •PueSuart to 5edlorh 455275(1), Florida Slabrcas, a feciive October 1. 2012, lkensees licensed under chapter 455. F.S. moat provide the Depamrent wilh an emab address d 0" have onepw emits provided may be used ror otiidol communication w" the Scerace. However well addresses are public record. V you do not wish to Supply a personal address, please provide the Department with an email address wNch con be made available to fM public To detomina If you area licensee under chapter 455. Fla.; please dkk b=. Product Approval Ageph7 0 Cr riiiSAFE https://www.floridabuilding. orglpr/ pr app_ dti.aspx?param---vGEVXQwtDquJBMjgU1j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT . FLORIDA BUILDING CODE C EI)rnoN (2014), Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfietd, TX Ardmore, OK Quality Assurance: UL LLC (OUA9625) SCOPE Roofing Subcategory. Asphalt Shingles Code Sections: 1507.2.5, 1507.2,7.1, 1523.E 5:1 Physical properties, Wind Resistance, Wind Driven RainProperties: REFERENCES Entity Re o Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 3161 2009TAASSOD71995 PRI Constnniction Materials Technologies (TST5878). ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTMO995 D316112009PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 3161 AST2009 110D1995PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100: 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01' ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878). ATL-132-02-01 ASTTMOD 3161 2009 1995 PRI Constriction Materials Technologies (TST5878) ATL-133-02-01 ASS 3161 200009 0D15PRI Construction Materials Technologies (TST5878) ATL-135-02-M ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-M ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASSTTMOD 3161 200009 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASSMOD 3161 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 AASSS 2009 TA073161 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materiels Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 Page 1 019 ATL13002A FL 16305-R4 This evaluatibn ieporiIs providedwfor State of Florida prodiidt 'appr&al under Rule 61G20-3: The inariufaitureF shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ROOFING CORPORATION. CRE ATLAS L Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-61 ASTM•D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Teilrnologies (rS'f5my ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM b 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 1b0' 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster@ 30 ASTM D 3161, Class F fiberglass reinforced, 34ab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master@ 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with 'a Ardmore & Hampton) dashed, thermally-activated,'selfsealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealarit stripe -that complies with ASTM D 3462; ProLAM'm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StorrnMasterOD Shake ASTMD-3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462: StormMaster@ Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002A FL 16305-114. _ _ This &aTdiatlorf report is provided for State.d(Fl ptcdiucl approval under Rule 61G20=3.' TAe irlanutacdirer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid; - This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATioN- GlassMaster@ 30 & Basic Wind Speed (Vwj: Tough -Master® 20 Basic Wind Speed (Vase): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ); Installation (Non-HVHZ):: ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction.. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12.• Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern* or'6 Nail Pattern* detailed below. W Nails im s+e- Figure 1. GlassMaster® 30 & Tough-Mastert9 20 4 Nail Pattern (Non-HVHZ only) 38,_._ J N _; o ailsTaw _ Figure 2. GlassMasterV 30 & Tough-MasterO 20 6 Nail Pattern ATU30024 FL 163057R4 Rage 3 of 9 This evaluation repoR is prbvided for Stale of Florida product approval under Rule 61G20 3. The manufacturer.shall Mtifjt CREEKTechnicalServices. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. C.REEK TECHNICAL SERVICES, LLC ProLAMTn Architectural Basic Wind Speed (V,n): Basic Wind Speed (Vae): Deck (HVHZ): Deck (Non-HVHZ): Undeiiayment Min. slope. Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Ih accordance with FBC requirements, 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure In accordance with RAS 115 and manufacturer's published installation instructions, Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either *4 Nail Pattern' or *6 Nail Pattern' detailed below. Figure 3. ProLAMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) ai-T _ —• 1 1 ttp tl+LMdr,Mb m/ TI f4 „'. L. Figure 4. Pro-LAMTO Architectural Shingle 6 Nail Pattern ATL13002.4 _ _ FL 16305-R4 _ Page 4 of 9 Thig-UNa 50off rbporlls-provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality -assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. N CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pinnacle® Pristine & Basic Wind Speed (V,iii): Max, 194 mph StormMaster® Shake Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment In accordance with F6C requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ)t Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below: Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern" or "6 Nail Pattern* detailed below. LL/ Figure 5. Pinnacle® Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) 000c 0000 00 00030000 000 00o0 ooc o 00 cm. Figure 6. Pinnac" Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.4 - _ FL 16305•R4 Page:5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shill notify•CRF.EK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. CREEEX TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed {V%ei): Basic Wind Speed (Veso):' Deck (HVHZ): Deck (Non-HVHZ): Underlaynient Min.. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt'Shiingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction, In accordance with FBC requirements; Solidly sheathed min. 15/32 in., plywood or wood plank for new construction; Min. 7/16 in: OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance.with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in -accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 8;5 in. exposure in accordance with FBC requirements and manufacturer's Published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or'6 Nail Pattern' detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern ilk iLiT 1 Figure 8. StormMasterO Slate 6 Nail Pattern ATL19004.4 FL 163Q5- t4 _ Page s of 9 This•evaluaUon`report%-provided for State of Florida product approval under Rule 61G20-3.: The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is. valid. This evaluation report does not express nor imply warranty, installation, recommended use. or oilier product attributes that are not specifically addressed herein. CAE-EK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V,o: Basic Wind Speed (Vdw): Deck (HVHZ): Deck (Non=HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. U M Y7/1-Aq and 0 wir:]' Figure 9. Pro -Cut& Starter Strip Ir 1 ATI.1=2.4. _ FL 16305-R4 Page 7 of 9 This evaluation re064is provided for State of Florida product approval under Rule 61G20-3., The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. SCREEKTECHNICALSERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (VW: Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vow): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 im OSB existing construction. Undertayment In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and: Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind.,. 12 ga.1-1/2" ring r shank nail 12" Figure 10. Pro -Cutts Hip & Ridge ATt_13007-4 FL 1630SR4 _ Page 0 of 9 TFii"s €valuation report is provided -for State of Florida product approval under Rule 61G20-3.: The manufacturer• shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CROE K Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS - 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment.application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3.. COMPLIANCE STATEMENT _._..._ The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 50 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. II 2015.06.2 912:5 5:48 04' 00' T' STATE OF : W O.fa t00 Zachary R. Priest, P.E. Florida Registration No. 021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation.. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire. a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R Priest. P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. 13002A END OF REPORT FL Of g TMs evaluation report -Is provided for Stale of Florida product approval under Rule-61G20-3. The rha—aurtaclurersnall notiry UKttnTekihnlcalServices. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CR E.EK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824. 17520 Edinburghbr' Tampa, Fl. 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODES'" EDITION (2014) Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 AUanta, GA 30328 770) 612-6267. Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1,1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES' Entity PRI Construction Materials Technologies (rST5878) PRI Construction Materials Technologies (TST5878) PRI Construction'Matertals Technologies (TST5878) PRI Construction Mlatedals'Tedmologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Constriction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies OWS878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (rST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079.02-01 ATL-083-02.01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106.02-01 Rev-1 ATL-107-02-01 ATL-107-02-01.1 ATL-109.02-01 ATL-116.02-01 ATL-118-02-01 ATLA 19-02-01 ATL-123-02;01 ATL-125.02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (fST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials -Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ATL13002A FLJ.6305-R4 Standard ASTM •D 3•D 3161 TAS.107 TAS 10D ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM.D 3462 TAS 100 ASTM D 7158 TAS 100 ' ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7168 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 Year 20D9 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 logs 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 20D8d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 2009 2009 of 9 Technical Services, LLC of any.producl changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (rST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA84-02-01 ASSM95OD316120009 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterQ) 30 ASTM D 3161, Class F fiberglass reinforced, 34ab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Masters 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.' Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton 8 Meridian) StormMasterg Shake ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 _ .._..._....: _ FL 16305-R4 Page-2 of 9 This evaluation report t8"provided for State of Florlda product approval under Rule,61G20-3. The manufacturer shall notify'CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMaster® 30 & Basic Wind Speed (Vul): Tough -Master® 20 Basic Wind Speed (Vd);- Deck (HVHZ): Deck (Non-HVHZ): Undedayment Min. slope: Installation (HVHZ): - Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min..15132 in. plywood- or wood plank for new construction; Min. 7M6 in: OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Alfas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch-exposure in accordance with IRAS 115 and manufacturer's published installation instructions. Shingles 'shall be attached using "6 Nail Pattern' detailed below._ _. Installed with 54nch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or *6 Nail Pattem' detailed below. 367 1' min .:. : ... '. : . ice: 12"'.:•. 5(81 I+-12-12- Figure 1. GlassMasterO 30 & Tough4aster(D 20 4 Nail Pattern (Non-HVHZ only) 3W NailsT 1 —12" —+-12" + 12'—+I Figure 2. GlassMaster®30 & Tough-MasterQ)20 6 Nail Pattern ATL13002A FL 16305-R4 Page.3 of 9 This -evaluation report is pMWded for State of Florida prodW'approval under Rule 61G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnDutes that are not specifically addressed herein. MCREE ' K• TECHNICAL SERVICES, LLC Prol-AM"m Architectural Basic Wind Speed (Vuu): Basic Wind Speed (Vasa): Deck (HVHZ): 1 L 13002.4 Deck•(Non-HVHZY Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattern' or'6 Nail Pattern' detailed below. w IJ Oe_q WOmdeO.i MOInN a-r e r ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTM Architectural Shingle 6 Nail Pattern 4of9 This evaluation reportis provided*for'State of Florida produ"eCdpprovat under Rule 61G20-3. The manufacturer shall notny cHtt:ATechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not e*mss nor imply warrant', Installation, recommended use, or other product attributes that are not specifically addressed herein. I.-IcIRE' tK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (Vun): StonnMasterQD Shake Basic Wind Speed (Vase): Deck•(HVHZ): Deck (Non-HVHZ): yndetlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements.. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or '6 Nail Pattern' detailed below. 12 Urrw M. M. =1 O J C V C=1 0 0 v Figure S. Pinnacle® Pristine and StorrnMaster® Shake 4 Nail Pattern (Non-HVHZ only) rn C W MM/tiV vFmr AIM MIr Ourr47/1mcs. O •Q O O OO OO OOAsc yossaooas.a a o cam; 41ff Figure S. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern This evaivatlon Fepod is•,pMOided•for State cf Florida product approval urider'Rule•61620,& The manufacturer shag notiy, CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0CREEK: TECHNICAL SERVICES, LLC StormMasterO Slate 130D2.4 Basic Wind Speed (Vwt): Basic Wind Speed (Vasd)i Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or'6 Nail Pattern" detailed below. Figure 7. StormMasterS Slate 4 Nail Pattern Figure 8. StotmMasterO Slate 6 Nail Pattern FL 16305-R4 6019 This evaluation report is provided for btale or rionua pruuuul dl,r,.v.a, u.,uc. -..1c —.... -- ----- - -- Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION G Asphalt Shingles TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (Ve,d); Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undertayment In accordance with FBC requirements. Min. slope: • 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer's published installation instructions.. Shingles shall be attached as shown below, Installation (Non-HVHZ):. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall.be attached as shown below. i Ii w 1.Wr ES dur 0 Figure 9. Pro-CuND Starter Strip 7of9 This evaluation report is,pr vkW'for.State of Florida producYapprcval under Rule 61G2t!_3c. The manufacturer shall notify CREEK Technical Services, LLGof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V„it): Basic Wind Speed (V,sd): Deck (HVHZ): Deck (Non-HVHZ): Undertayment Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt shingles Max. 194 mph Max.. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood' plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation Instructions. The direction of the exposed end shall be away from the prevailing wind. 12° _ 12 ga. 1-1/2" ring shank nail I 1 Figure 10. Pro -Cut® Hip & Ridge ATL13002A FL 16305-R4 ...... This evaluation report is provided for Stale of Florida product approval under Rule'61G20-3.'. The manufaciurershall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. C; ATLAS ROOFING CORPORATIONREAsphaltShingles, TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this'evaluation... 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and iri accordance with FBC requirements.• 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) - Shingles shall be Installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC,' and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code. compliant detail shall prevail. 8) All products listed in this report shall. be manufactured under a quality assurance program in compliance with Rule 61 G20.3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. 'have demonstrated compliance with the Florida Building Code 541 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. afetlerci, Wo. U691. STATE 'OF O . 2. 4 O R 1AD . 2015.06.2 91.2:55:48 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ATL END OF REPORT FL16305-R4 of 9 Oft evaltiai ymW does'nol`e WesS M Imply vwranlft, lostallatior. VkM Ilse: of cilie(,Drolfuct.aMnbUies ltiat are not specifically addressed herein. Florida Building Code Online Page I of 2 ProfessionalBusiness & Regulation FpO Dgpp d eas I o• u I US& R.• i HaTech I Suema &Vd,w•e 193" a rem I rmro I Fec dirtI '9Cts SI4 map riots I sr I DDti1r uct Approval 1 ro ' 1 vueec UXw it gula ori•_ a gpgp gs a1 ep•t?eii4. FL as FL15216-R2 Application Type Revision Code version 2014 Application Status Approved Comments ArdMred Product Manufacturer Inta Wrap, Inc Addresk/ Phone/Emall 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas® Interwrap.aorn Authorized Signature Eduardo Lozano elozww@lnterwrep. com Technical Representative Eduardo Lozano Addrem/ Phone/Emell 32923 Mission Way Mission, NOWUS 00000 778) 945-2891 elozano® Intenvrap•com Quany Assurance Representative Addres* Thone/Emall Category Roofing Subcategory Underiayments Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Evaluation Report from a Florida Registered Arcittect or a Ueensed Florida Professional Engineer K.) Evaluation Report - Hardcopy Received Robert Meminen PE- 59166 Intertek Testing Services NA Inc. - Efl/Wamocic Hersey 11/ 17/2015 John W. Knezevich, PE 0 Validation Creddist - Hardow Received 1507. 2.3 1507. 5.3 1507. 8.3 1507. 9.3 1507. 9.5 T1507. 8 hripsJ/ www.floridabuUcling.org/pr/pr app_dtl.aspx7W=—wGEVXQwtD9v3yVVKJZIQ... 7/20/2015 A Florida Building Code Online ' } .1,r--S Page 1 of 1 V t"( Business & ProfessionalRegulation 0CI5 rtcnm I too 1n I liter ee•Mndw I 'Hat Toga I sutaret s edrar9e I QW a Fear I puNofte ( FW Sian 186s staa.p I u ks I sarth I- Buslie uApproval Piri.ww=ct Public UM Regulation I Sefrch Criteria Refine Search, Code Version 2014 FL* 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application StMs ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved fo use In HVHZ All Approvetl'for —use HVHZ ALL ' Impact Resistant ALL Design Pressure ALL Other ALL Sepl1' DI Ono _ f & IMM Monufeoturer _ sled Br StIlItUA Fi 1 s»R-R2` pevlslon InterWrap, Iris- ' — -- John W. Knezevich, PE Approved Histor Caltepory: Roofing 954) 772-6224 L subasiep .. gnderfayments i ;; R Idf i:•ea r. fi}laiiee`suIS'•ayaeo• i 4.SaL The Sate of Ror10a ben :: Refund SUMMMM UndV F7WIde Ow, ewwp eddressia M puft raoDrft N You do not want Vow a-rrwp addnrsa reta>zd In nrs a = to a p mk-werardl rwlu054 do not smd decbw* map to thb er42y imand. I I I I Ora OR= by I - I or by tradUmW rmL V You hire uq Qw1Mrs phase mnO 1550.467.1395. "WIRA 4 to Section4552MI), P&rW& Salutes, WICO a OaeDc 1, 201L pamees UMWW under OWPW 455. F.S. =51 P-I t the Deyarbrwa with en VMS adWess 6 tbry Mve cam The emt prerlded maY M used for omdse oomrree4atbn wah tiro UoerKp. rbwerer email bdresses me D reord. V Yee do not wbh to SUPW a pozonal admen, pWW prwme do Deportment wRh an 61W455~ c a"eMe m tM wospuWIG To dowl 1b a Ir You M a Ilttnsa ureter Ch& PW jr,— xtAprrwrN ALtepts t Ci edit r ern SAFE https:// www.floridabuilding.org/pr/pr app lst-aspx 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/26/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 F!L D Model, Number or Name Vvexcrllmon 15216.1 RhinoRoof Underlayments Synthetic roof underlaymerrts Lhnits of Use - - - Installation Inbtructions Approved fbr use in HVHZs No &is a R2 11 s015 04 FIN_A I ]artleBOW Approved for use outside HVHZs Yes BZ&x Impact Reslstanti WA Verified By: Robert Nieminen PE-59166 Design Pressures N/A Created by independent Third Party: Yes other. See Eat Section 5 for UmRs of Use. EHIYAtlon•Rexpo r' ni siifai: i 7krpi11AlRA0 kwtid tC1DF'fl ;hi by Independent Third Party: Yes F Ina Stabs or Rmtm Is an ANBD army° . Be?Lmd. tnroo norfea Wr, ara0 aedrmw an wmc mWrft tt you do not vwnt tmw sarou admafs abased in n to o M —0— ao W-aw ekebonk "an to tlds Cray. 1r6tr d, mr fsr. osn® by or by badfnonar naL Ifvov nave am auesaons dose mnutt e50.487.1395. 4P"liotfsr saemn oss rscl). FlOAda Stabrtsu efhdsva oa ome. >. 2012adtaaearYeligb .WWW aoe am oo remr& b vo ror sup* O d w om. W; i4pr4i peew.s'Vmw' on a ei.w.m. alnaydpPc To eoo+w• u yoo ue a uesnAe ones. dip'a , dose °'°`••-ntie.. hups://www.floridabuilding•orglpr/pr app dtl.aspx?puam—wGEVXQwtDgv3yVV JZIQ.?* 7/20/2015 Q.0TWN'qY JE'RD' EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Cert caft ofAudiorizadon #9503 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 06478 PHONE (203) 262-9245 FAX (203) 262-9243 Interwrap, Inc Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules -and- regulations governing -the use of construction materials in the State of Florida. The documentation submitted has been'rdviewed iyyytobert 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 oorn0lia6 with the 5u' Edition (2014) Florida Building Code sections -noted herein.. DEscmPnoN: RhinoRoof Underlayments LAswNe: Labeling shall be in accordance with the requirements the Accredited Quality Assonance Agency noted herein. CONTINUED Commma: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation-changes;•or prgy1sions-c the Code that relate to the productthange. 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 JERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AvvERrisEMENr. The Evaluation Report number preceded by the words "Trinity(ERD Evaluated" may be displayed in advertising literature. 9 any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 the bcoob"oNMft wa.otlm,trod M 11ob,t twemYm'. Pbon04MJ 75: Thbdonrotwwnonoworalcowetned donanev. $Kd, maw wudoopwt boe benvae,niftd tote P,oduetAWWJWAdmLihOM, wAtDftweedcGem ComwAnom of 1 L TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products It evaluates. 2. Trinity I ERD Is not owned, operated'or controlled by any company manufacturing or distributing products It evaluates 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity invohred in the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose TtRINITYIERD ROORNG COMPONENT*EVAWATION: 1. SCOPE: Product Category: Roofing Sub-Wegory: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Urnhations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.23,1507-S-% T1507.6, Unrolling, Breaking Strength, Pliability, LOSS ASTM D226 2006 1507,&3,1507.93,1507.93 on Heating 1507.2.3,1507.5.3,1so7B3, Unroll n& Tear Strength, Pliability, Loss on ASTM D4869 20M 1507.93 Heating, Uquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: E1[ iTS (MI509) Examination Physical Properties Reference M393950DQ-0O6 RAM 10/27/2011 ITS 57L5pg) Physical Properties 1005393950DQ 002 10/27/2011 nS CIMS09) Physical Properties WM39395CDQ-006 Report 03/14/2014 11/17/2024 ITS (QUA2673) Quality control Inspection 4. PRODUCT DESCRIPTION: 4.1 Rhinoltoof uZ0 Is a multilayered polymer woven coated synthetic roof underiayment intended as an alternate to ASTM D226, Type I or Type II felt or D4669 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced Irl,yarlous other sizes. S. LIMITATiomm 5.2 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for. permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHL 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents If not listed, a request may be made to the AHi for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop Rhinoltoof Underlayments are follows: TASK L. Roof Coven OMOM Underlayment Asphalt NWI-On Tlk Foam On TDe Metal Wood Shakes r5 Shingles Slate or Slmulat ed SlateSlllles _ Rhinokof U20 i Yes No No Yes Yes . No _ 5.6 Exposure Umitations: 5.6.2 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTAUATION: 6.2 RhinoRoof Underlayments shall be installed in accordance with IMerwrap, Inc. published Installation instructions subject to the Urinhatfons set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments In compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type i or II or D4869, Type 11 underlayments In FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Resewch and DesiBr4 U-C. Evaluation Report m3JO =4t2 Cerokote ofAutlwrAwtion N9503 RlS716-RZ Revision 2: 04/27/2015 Page 2 of 3 TRJNJTY I ERD 6.3 Re -fasten any loose decking panels, and chedc for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. JA LAbwt og 20:. 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/84n6 diameter head, or those noted in 6.4.2. The use of staples Is prohibited. for exposure•> 24 hours up to maximum 30 days, corrosion resistant fasteners shag be minimum 14rich diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 '.erowetSlt;lSeill:l2: End (vertical) -laps shall -be minimum 6-inches and side (horhontal)-laps shall be•minimum 4-Inches.-Referto-Interwrap, Inc. recbmmendaftos for alternate lap-configuratlons and/or the -use -of sealantvndervertaln conditions. For exposure < 24 hours, use of every -other fastening.locaUon.printed on the surface Is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening•location printed -on -the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.43 L--.=-s'!xftotll3lone+c 12 End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus1-IncAiide•(hortrontal) laps,.resulttng in a double -layer application. 7. SURDING PERMIT MQUIRMEN1t: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation of this product. 8. MANUFACrURING PWNis: Contact the manufacturer or the named QA entity for information on plants covered under Rule 6162D-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc-E "arnock Hersey - QUA1673; (604) 520-3322 END OF EVAWATiON REPORT - fxtaAm Reteanh and Dealarl, LLC Evaluation Report IW510.t>aM42 QutpwleofAutlxxtrotlon #9503 RevMon 2: 04/Zs/saa5 Pale a ct s To I ERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 813 OXFORD, Cr 06478 PHONE: (203) 262-9245 FAX: (203)262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510A2.12-R2 FL15Z16-R2 32923 Mission Way Mission, BC on Way Date of Issuance: 02,/17/2012 Revision 2: 04/27/2015 Canada 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 5t' Edition (2024) Florida Building Code sections noted herein. DEscwvnoN: RhinoRoof Underlayments LABELING: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnNUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvanisEnnm The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Ronda Registration No. 59166, Florldo DG4 ANE1983 mebC* bBaalaPpmbawmamftrbdb,RW*nNnnbea PEar 011n/m7+• •Thb dM 00 ant a anbOmdwD/ xw" ao" omr& vV.4aabdtwW=owtoo bmao.wrMdroe. nodW "wW A*Wd"W Vol W tie oumd ant CE MY" TioNO:INDEPENDD= 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approvalprocess product S. This Is a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project onwhichthisEvaluationReport, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. Q.'TRINITYIERD ROWING COMPOWfr EVALUATION: L ScoPE: Product Category: Roofing - Sub-Cetegory: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of•following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Umitadons / Conditions of Use set forth herein. 2. STANDARDS: Secede Properties Standard ea 3507.23, IW753, T3507.& unrolong, Breakng Strength, Pbblllty, Loss ASTM D226 20M 93,1507.9.S on Heating - iwn3,150753,1507.8.3, unroWpg, Tear Strenph MbilRy, iris on ASTM D480 2005 256793 Heating,.UquidWaterTransmission, - Breaking StraWk Mmek-Jw l Stability 3. R99U NW: nt Examination Referem,sty;, ITS (TST1509) Physical Properties 200539395CDQ-006 10/27/2031 ITS CMT7509) Physical Properties 100539395CDQ-002 10/27/2011 ITS Vsr1509) physical Properties WZ39395CUQ OD6 03/14/2014 ITS (QUA1673) Qi Dty coritnil " 11/i7/2014- ' 4. PrANCr DStlt mom 4. 1 • • • • RhlnoRoof •Uxil is- a-multilayered polymer woven coated.sygOwde roof undedayment Intended as an altemate to ASTMf D226, Type 1 or Type 11 felt or D4869 Type II felt. RhinoRoof Underlayment is available In 424nch wide rolls, and can be produced in various other sizes. S. UMRATiONM S.1 This Is a building code evaluation. Neither TrinttylERD nor Robert Nleminen, P.E. are, in arty. way, the Designer of Record for any project on which this Evaluaton 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 notfor use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underfayments are follows: TAsi4,1:• Boor CwraZ OPnorts .. Underlayment Asphalt taa14OnTBs Foam•OnWe Metal woos Shapes . Slats or 85htr1< les_-• Slmulatedslate: Rhlnott00f U2 - I Yes No J1 No Yes I Yes No 5.6 Exposure Umitations: 5. 6.1 Rhinoltoof Underlayment shall not be left exposed for longer than 30-days after installation. G. INSTAL ,ncw: 6.2 RhincRoof Underlaymellts shall be installed in accordance with Interwrap, Inc published installation instructions subject to the Um tatlons set font In Section 5 herein and the specifics noted below. 62 Install RhinoRoof Undedayments in compliance with manufacturer's published Installation instructions and the requirements. for AS M 0226, Type I or II or 04869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Resmmh and Dez%k ILC. Evaluation Report KOSI0.02.324t2 Cery/leoae O/AuBrortmtlon OZ03 F1.151164 t Revblon L. 04/27/2015 Page 2 of B 8. F Q'TPJNrrYIFAD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. RhlnoRoof zo 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/&Inch diameter head, or those noted in 6.4.2. The use of staples Is Prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & i-Slr diameter tin raps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 ;tiiNe ri^`RoofS!d1bAa4f13: End (vertical) laps shall.be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure:S 24 hours, use of every -other fastening location printed on the surface Is acceptable. For exposure > 24hoursuptomaximum30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the under layment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 D W OUNAG 1 '< Roef Stoop <•4:ii End (vertical) taps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch Double layer application; begin by fastening aplus inch starter as nnoted in 6.5, but maintaiPlace minimum th sheet over the starter, completely overlapping n6we starter -width course. Continue half- width plus 1-inch side (horizontal) laps, resulting In a double -layer application. BURDINe PERMrf REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product MANUFACTURING PUUM: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61620-3 QA requirements. QUALITY ASSURANCE EWttry: intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520.3321 Exteriw Research and Design, LLC- CerCllcoEe of AuVWUOMn #ZO3 END OF EVAWATION REPORT - Evaluation Report 00510AL1242 Rl= 6-R2 Revision 2: 04/27/201.r' Page 3 of a ri CBUCK Engineering Specialty Structural Engine =rinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth 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: "MMI-2" Off Ridge Vent Material: Steel Support: 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. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 Sft— me..k fs 4 DOWN& yanilml 1\111111/// No 31242 cr_ UJ 0\'• STATE OF _ FS''•.FLORION .•' G Irrrlllll\ olowa slpee by., lamas L ems. P.c 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 FL ii: FL 16568.2 RI Date: 2 / 26 / 15 CBUCK Engineering Report No.: IS-104-MM2-St0RV-ER 14 of 7 SpE --laity Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent 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-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 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 Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 35-1 MM2-StORV-ER 14 of 7 Spxlalty Structural EngIrt lnq 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. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference 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 • Scone 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'. ODtion for anDlication 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. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). s FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-104-MM2-St0RV-ER 14 Spe 0c9I y Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 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 B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size: 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 f CBUCK Enginpprinq FL #: FL 16568.1 RI Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER 14 Page 5 of 7 Specialty Structural Enginemerinq 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. Attach vent top, bottom 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-2 Off Ridge Vent" 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. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page Report No.: 650104-MM2-StORV-ER 14CBUCKEngineerin Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 5-1/2" Profile Drawines 12„ 18-1 /4" _ 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ng Page rt No.: 7 o1f 7 MM2 StORV-ER 14 CBUCK Engineeri Spedalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/7 o.c. 1 12" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6 Ft 8 Ft. Ja ae e' J / i' • 10 Ft rpG: Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Florida Building Code Online Page 1 of 3 iftorn Professional a eos r+ome I u>o I usv RepLstrauonRegulationI rmt ToWa I SuDmn Surdw_e I stets a raps i ,Waoaa I MC'son I acts Sim wp I tmio I® dda OFbe.paMnellt • . 6us'nes product Approval Pr.01 al MR: per Regulatim . > ACCIlotion List > Application Detail Q9 un Aeavval ltenu> ._. .__ FL # F12197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Mrrek Industries, Inc. Address/Phone/Email 14515 North Outer Foufty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mli.com Authorized Signature David Wert david.c.Wert @mll.com Technical Representative David Wert Address/Phone/Email 14SIS North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mil.com Quality Assurance Representative David Wert Address/ Phone/.Emall 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert®mil.com Category Structural Components Subcategory Tara Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. Certificate of Independence oio7 R5 [O1 Csri flcate of Independence for Evaluatlon.odf ' Referenced Standard and Year (of Standard) Standard Y r ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvr'TEx%2bbkf -- 7/20/2015 Florida Building Code Online Page 3 of 3 Crc ' SAFE https://www.floridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Excerpt from !CC -ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full. depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial. embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. ICC-ES Evaluation Report Marc-1,011 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora ( (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mil.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MI120 HS, AND MT20HS"- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code ° (IBC) is. 2012. 2009, 2006 international Residential Code® (IRC) 2013 Abu Dhabi international Building Code (ADIBC)t The ADIBC is based on Ru 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC: Property evaluated: Structural 2.0 USES MTekm metal truss connector plates are used as joint connector components of light wood frame trusses.. 3.0 DESCRIPTION 3A mlTee M-16 and MI116: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1_46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base - metal thickness of 0.0565 inch (1.44 mm): Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates..The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area::Teeth are 0.16 inch (4.1 mm) wide and 0.37 Inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1'144nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MITekm M-20 and Mil 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage 10,0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0:25 inch (6.4 mm). Each slot has a 0.334nch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MiTek° M-20 HS, Mil 20 HS, and MT20HS m. Models M-20 HS, MII 20 HS, and MT20HS7m metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 Inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0,25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC-LS Scalyoliun Reporu are not to be conrtnrcd as rcprosmRng auihelics or any oiha anribulu nar sp=i0cally oddrersed, nor are sky ro be mcowd os an endorsement of the subject of nc rcpw/ or a recommendation for Itsr; l ,wrranry by !CC Elnlaoilon Servin. !lC espress ar lmpfred as to any finding or other owner In this report or as to any product cow -red by Page 1015 Copyright O 2015 ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 .. 176 121 137 126 Hemdir 0.43 119 64 102 98 Spruce- fir Southern pine 0.42 0.55 127 174 82 126 75 147 107 122 - M-20 and Mil 20 Douglas fir4aich 0.5 220 195 180 190 Hem -fir 0.43 185.. 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 - 200 _ M-20 HS, M1120 HS_ and MT20HS Douglas fir-4arch 0.5 165 146.. 135 143 Hem ilr 6.43 139 .. 111 97 109 S ce-pine-fir 0.42 148 108 ' 107 103 Southern pine 0.55 187 143• • 138 150 _ For SI: 1lblinz = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint 2AA - Plate parallel to load, wood grain parallel to load FA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpe6dicWar16 load, wood grain perpendicular to load' 3AII tru;s•olates are pressed.int9 the wood for the full depth of tlWr teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full-embedmerd rollers, or combinations of partial embedment roller presses and hydmullc-platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND MII 16 M-20 AND MI126 ' ' ' M-20 HS, MI120HS_AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency I PoundsllnchlPalr of Connector Plates Efficiency Pounds/lnch/Pali of Connector Plates Tension Values in Accordance Wit Section'5.4.4.2 of TPI-1 (Minimum Nei Section over the Joint)' _ Tension @ 00 Tension @ 900 0.70 0.36 2012 1013 0.50 OA7 880 820 0.59 0.48 1505 1219 Tension Values in Aecdrdenbam th TPI-1 with a Deviation (see Section 5.4.9 (e)) MaxtmurrrNet'Section Occurs aver the Joirilz Tension @ 0° 0.68 1945 U.621 1091 0.67 1716. Tension @ 900 0:30 849 0.48 841 0.52 1321 Shear Values Shear @ 0° Shear @ 300 Shear @ fill° Shear @ 90° 0.54 6.61 0.73 0.55 1041 1178 1402 1055 OAR • 0.63 0.79 0.55 574 738 936 645 0.43 0.61 0.67 0.45 761 1085 1184 792 Shear @ 120° 0.48.. 914 0.42 490 0.34 608 Shear @ 150° 0.'35. 672 0.40 544 0.3 537 For St: 1 lb/inch = 0.175 Nimm, 11nch = 25.4 MM. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation For these plates, this line passes through a Rne of -holes. ZMaxinium Net section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 1 Most Widely Accepted and Trusted _ Page 5 of 5 0,12V 0.2W 0 5W 0 3W 3 2 min 3 min 12 7 Mm 9 3—mm 00 606 600 goo ooa goo 00goo Ono J Goo Goo o0G M. Goo Goo ago M. O0o oGo o0G VADTH M- 20 HS, Mll 20 HS, MT20HS FIGURE 1-APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report E5R-1371 t-L$u *upplemeni Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 ( (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTeeTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, MII 20 HS, AND MT20HS m 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MTek® Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS7", recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building li 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTek®Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTM, described in Sections2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Buildingandthe2014and:9010Ftorida -Bullring Code—Residdnflal, provided the design and installation are in accordance with thelntemational'QuHding',C.od00{IBCy.pmy*ons noted'iri ihe:master report. Use of the MTeeTruss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTu has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. y ,,. K ....- -.- rCC-LS Evoluotlon Reporst ore not to be eorrtrrucd nu nprestnring aesthetics m orry other otW to trot spe at an endorsement of the subject ofthe report or a reaonowndatlon for iss use..77nere is no wammtty by rCC &alttorlon Sevlu. LLC erpreu npr to ay finding or other amtter In this report. or at to a prod&- covered by the report Page 1 of 1 Copyrightm 2015 ICC-ES Evaluation Report ` QW%- r J r Reissued June 2015 This report is subject to renewal June 2017. wwW.icc-es.or4 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com. EVALUATION SUBJECT: MTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: p. 2012, 2009, 2006 international Building Code® (IBC) 1@ 2012, 2009, 20061ntemational Residential Code®(IRC) 61 2013 Abu Dhabi international Building Code (ADIBC)t The ADIBC is based on the 200918C. 2o0918C code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTekm metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTekm M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in *44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MTek° M-20 and Mil 20: Model M-20 and Model MII 20 metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 14nch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered OAS inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (f.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MTTek® M-20 HS, M1120 HS, and MT20HS m: Models M-20 HS, Mil 20 HS, and MT20HS1v metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)), ASTM A653 Grade 60. high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 9/4-inch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, OA5 inch (11.4 mm) long and 0.125 inch (32 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC-ES Evoluarbn Reports are nor to be comrrued as rep rJcRting cuihelies or any other attributes not spetykally addretsed nor are thry 10 be awd os nicd wan endorsement of the subject of the reparr Oro recmumendatlon for its nsr- There it no war/an rCC Evaluation Service. I.I.C. erpra s or 1ipl am to arty finding or other mover in this nporr. or as to any product covered by the report. Page 1 of b Copyright m 201 5 ESR-1311 I Most Widely Aooepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ibnn=/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 _ Douglas fir-4arch 0.5 17,6. _ 121 137 126 Hem -fir 0.43 119 64 102 75 98 1a Spruce -pine -fir 0.42 127 82 Southern_ pine 1 0.55. _ 174 126 147 _ 122 M-20 and MI120 Douglas ffr-4arch 0.5 220 _ 195 129 190 Hem -fir 0.43 185 148 128. 1 Spruce -pine -fir 6.42 197 144 143 173 Southern pine. 0.55 249 190 184 - 200 M-20 HS, Mil 20 HS and MT20HS_ _ Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce pine-frc 0.42 148 108 107 109 Southern pine 0.55 187 143 138 150 For St. 1lblirfi = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood.grain. perpendicular to load EE = Plate perpendiculari'o load. wood.grain perpendicular to'loadAtitrussp1aIMwepre3sedintothe -wood for the full depth of their teeth by hydraulic platen embedment presses. mrfilple roller presses thatusepartialembedmentfollowedbyfW6imbedmerdrollers, or combinations of partial embedment roller presses and hydraulic -platen Presses that feed trusses Into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY M-16 ANDMI 16 M-ZO AND Mil 20 M-2o HS, MI12CHS AND MT20HS Efficiency Poundsrnch/Pair Efficiency Pound inchlPair Efficiency PoundslinchlPair FORCEDIRECTION of Connector of Connector of Connector Plates Plates Plates of TPI-1 (Minimum Net Section over the Joint)' TensionValuesinAccordancewithSection5A.4.2 Tension Q 0° 0.702012 0.50 880 D.59 1505 Tension..® 90° . 0.36 _, 1013 0.47 820 OAS 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)) Maidltiuin Net Section Occurs over the Joint' Tension @ 0° 0.68 . 1945 0.62 1091 -0.67 1716 Tension @ 9D° 0.30 849 . 0.48 $41 0.52 1321 Shear Values _ Shear ® 00 0.54 1Q41 OA9. _ 574 0.43 761 Shear ® 30° 0.61 1173 0.63 738 0.61 .. 1084 Shear® 60° 0.73 1402 0.79 93.6 OA7 1184 5- hear g 90' 0.55 1055 0.55 _ 645 0.45 792 Shear ( g 1266 0.48 .. 914 0.42 490 0.34 6D8 _ hear ® 1509 - 0.35 ' 672 0.46 544 0.3 537 . For SI: 1 (Winch = 0.175 Ntmm, 1 nW = LDA mm. NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this litre passes through a line of holes. 2Ma) imuni Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, tins line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted _ _ Page 5 of 5 o.12v 0 230' 0.9W 0 3W 3.2 aim 0 a mm 12.7 nun 9 3 Alm no0 000 ooa goo goo 0.00 e 000 goo 000 J rr- goo goo ODO goo Ono Oo0 i 1000 goo Boo iADTIH4 M-20 HSI MI•I 20 HSI MT20HS FIGURE 1—APPROxIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report holm--IJ I I Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ors (800).423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTele TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, MI120 HS, AND MT20HS' 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MTek® Truss Connector Plates W16, MII 16, M-20, MII 20, M-20 HS. MII 20 HS, and MT20HST", recognized in ICC-ES master report ESRA311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 8: 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS TeeTruss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT2 rids B described in Sections The M2.0 UiroWgh•7:0 of the master eiraivation repprt ESRA3•14,,comply with the 2014 and 2010 Florida Building Code —Building and e`2014 er14-2040,Fh i Br!Adir g•-4ZesTdeFUat. Provided the design and installation are in accordance with the Inteme0pnal Building.•Code 4I96) provisionsnbted3o the master report. Use of the MTek®Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTM has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For.prodiicis faAing-under florida Rule:9N-3, verifiedtiPh'thel.thd. teport hgWse quality assurance program is audited by a. qualify ;ss itariQe; et fdy aPAroved. by the. Florida Building' doirlmissfon• for oo type of inspections being, conducted is -theresptifityofan: appt eyed validation entity (or the' code. dffidai when •the report' holder floes not possess en approval by the Commission).. This supplement expires concurrently with the master report, reissued in June 2015. IMM Ero/uatlon Reports are Trot to be cow rid as representing aesthelta or any other ouributss not spec ty addressed nor ors they to be covutrued as on endorseman ojU+e subJen oJthe report or a r«ommendallon jor la me. 77xre lr no narronry by ]CC •EMaluallon Se"Im J G Wmw or lmpikQ at to arty finding or odw mauo in this report. or Gr to mry produel covered by the report Page 1 of 7 CopydghlO 2015 IMES Evaluation Report G'"`- r J' Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or4 1 (800) 423-6587 I (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www_mil.com EVALUATION SUBJECT: MTTek* TRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: W 2012, 2009, 2006 international Building Code* (IBC) 2012, 2009, 2006 International Residential Code* (IRC) 2013 Abu Dhabi International Building Code (ADIBC)1 tThe AMC Is Dried on the 20D9 IBC. 2oog iBC code secoons referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MTek* metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MTek* M-16 and MII 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0..0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek* M-20 and Mil 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details.. 3.3 MTek* M-20 HS, MII 20 HS, and MT20HS"r: Models M-20 HS, MII 20 HS, and MT20HS"' metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)] ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, OAS inch (11 A mm) long and 0.125 Inch (3.2 mm) wide, fabricated by punching two teeth out'of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.254nch wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6A mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, CC Evahmllon Report/ are rat to be comtrwd re rep esenting aesihe or any other w r rwles not aped icallyvolual on Served mn on they tom cofieA cd as an endorsement of the subject aflhe report or a recr c byThere u m'rmranry by CC Ewlaallon Service. I1 C, uprcu t zoe- to arty finding or other mailer in this rrpork or as to a ry p Page 1 015 Copyright 0 2015 Page 3 of 5 ESR4311. I _ Most Widely Accepfe I and Trusted - - TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 ouglas fir -larch 0.5 176 121 137 102 126 98 iem fir 0.43 119 64 82 75 107 Spruce -pine fir 0.42 127 . 126 14T 122 5oulhem pine 0.55 174 . _ M-20 and MII 20 Douglas fir-aarch 0.5 220 195 180• 129 190 145 Hem -fir . _ 0.43 _ 185 _ 148 144 143 137 Spruce -pine -fig 0.42 187 - 184 200 Southern pine 0.55 249 190 M-20 HS, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 97 143 109 Hem -fir 0.43 139 111 108 107 103 Spruce-pine=Tir 0.42 148 143 138 150 Soulhem pine 0.55 187 For SI: 11bAr? = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to halt o loadEA - Plate perpendicular to load, wood grain pare AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpelidtadar to load. W00d Wain perpendicular to load agl(p g;lrg pressed into t11e wood for the toil depth of their teeth by hydraufio-platen embedment presses, multiple roller presses thatusepartialembedmentfollowedbyfull -embedment rollers, or combinations of partial embedment roller presses and hydrauric-platen presses that feed trusses into a stationary finish roller press. Teoi c •I__PFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For SI: 1 Iblinch = 0.175 N/mm, linch - zs.a mm. NOTES: Minimum Net Section - A fine through the plate's tooth pattern with the minimum amount of sleet for a specified orientation. For these plates. this fine passes through a fine of holes. zMardmum Net Section - A fine through the plate's tooth pattern with the maximum amount of steel for a specified orientation. Fort se plates, this line passes through a section of the plate with no holes. 5. of 5 I Most 0.12V 0.2'37 0 900 0 305" 3.2 man A m}m mm 9l3 mn 1' 1 12 7 1 n a p 0°0 0°o 0°0 J 00 00o 000 0°0 BOB 0°o f 1 p00 0°o 0°0 M-20 HS, MII 20 HS, MT20HS FIGURE 1-APPROXIMATE DIMENSIONS OF mITEK CONNECTOR PLATES (In Inches) (Continued) ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJce-es.o i (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTee TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MTek®Truss Connector Plates M-16, Mil 16, M-20, MII20, M-20 HS, MII 20 HS, and MT20HSTM, recognized in ICC-ES master report ESRA311, have also been evaluated for compliance with the codes noted below, Applicable code editions: 1 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTek°Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTM, described in Sections 2.0'thrmrgh 7.0 of the'maSW.evatuggon:reppn,ESR=1311, p°rovlded thewith hdes 1n and nstalWo ere i4 and2010naccordscewiththngeand' the2D')4.8iid-20'1fl--FOfda Build--Ra ar Na1. P r9 lntemaffW. W Bltllding Codep:(ISC) provislon6 noted m the master report. Use of the MiTeeTruss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTM has also been foundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Buildingandthe2014and2010FloridaBuildingCode —Residential. Forproducfs't`aqhg under Florida: Rule JN41. verific8fth that the report holders quality assurance program Is. audited by a quafity• assiu rn9e ea l.»P W .by.the O a t3Aling.Commission for the.type of inspections being, conducted is -AM respcgsibifAtt,-ol an aAProi!ed validation entity' (or the .code offiaal when the .repod.holde does not possess an, approval by the Commission). - This supplement expires concurrently with the master report, reissued in June 2015. CC_ a r oluanhon Reports arc not to be construed as repreacnJl oesthetia or any odner anribut not apes ally addressed, nog an they r or + construed as // 1 coon endorsementof the subject of the report Ora recommendation for us use. There is no warran by 1CCFvaluation Sers ke. LbC. °P^eSi >d «. to iuT fi+dbig or other arorkr in this mPo`4 or m so any product eorwed by the rePOK Page 1 of 1 Copyright 0 2015 IMES Evaluation Report V-'' 'v' Reissued June 2015 This report is subject to renewal June 2017. wwwJimc-es.om 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the intemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 www.mli.com EVALUATION SUBJECT: MiTekm TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code® (IBC) Ir 2012. 2009, 2006 International Residential Code® (IRC) tr 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC Is based on the 2009 IBCt2009e0IBC code sections referenced in this report are the same sections Property evaluated: Structural 2.0 USES MTee metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek® M-16 and MII 16: Model W16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 nun) long, and there 4.8 teeth per square inch 0.0074teeth per square millimeter) of plate area. Plates are available in 14nch (25A min) width increments, up to 12 inches (305 mm). and lengthwise in 1'/44nch (31.7 mm) multiples, See Figure 1 of this report for details. 3.2 MiTek®M-20 and MII 20: Model M-20 and Model MII 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0A13 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek° M-20 HS, MI120 HS, and MT20HSTm: Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60. high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modulesofteethare' stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 Inch 6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulicplaten embedment presses, CC -ES lyvoluoaon Reports arc not to be construed at representing oesthatics or any other otvlbot s not specjca ly addressed nor are they tom comtr ed as an endorsement of the subject of the sport or a reeommendati ovor u the"port no warrant !CC Evaluation Service. llC. upnss hnpl to arty fending o other matter !n this report or m to orry Pry Pape 1 of 6 Copyright 0 2015 Page 3 of S. ESR-1311 1 Most Widely Accepted and Trusted TABES, HYDRAUuc- PLATEN EMB DMENV (blin'/PLATE) LUMBER SPECIES SG AA EA EE M- 16 AND 101I116 - EETa. 213T 126 Douglas fir -larch 0.5 _ 98 102Hem - fir 0.43 1. 75 10T 0 42 he -fir 0. 55... 174.. 126 147 122 pine M- 20 and MI120 , 04 190 Fir - larch .. 185 148 129 14-5 0. 43 197 144 143 13_1 ine- fir 0.42 _ 190 184 200 i pine 0.55 249 M- 20 HS, Mil 20 HS and MT20HS 0 5 165 146 135 143 fir - lance 139 111 97 109 0. 43 148 108 107 103 tine - fir 0.42 143 138 150 a.. e 0.55 18 For SI: 11bnn2 = 6.9 kPa. NOTES: Toothholding units - psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of Joint AA - Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE =Plate parallel to load. wood grain perpendicular to load ' EE _.. PI8(e perpendicula ib load vwoo0 gniln•petpeatAar W load A0tro*'Alates are pressed (rde the wood for the hill depth of their teeUr by hydisulio platen embedment.press s. n ultip[e roper presses that use p et.errbedment foliowedIby h&wnbedmerd roller's. or.bWtgnafions of partial embedment ratter presses and 1 ydrauUc Ptat Presses drat feed muses Into a stalionary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES M- 16 AND MII 18 M-20 AND IIAII 20 M-20 HS, Mil 20HS AND MT20HS PROPERTY - PoundslinchlPs FORCE Efficiency PoundslinchlPair Efficiency Poundsnnch/Pair ' Efficiency of Connector DIRECTION of Connector of Connector ; Plates Plates Tension Values in Accgrrlance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Jo1nQ' 1505 06 0.70 2012 0.50 880 0.59 90, 0.36J - 1013 0:47 Tension Values in Accordance with TPl-1 11W 90" 0.30 849 a Deviation [see s over the Joint= 1091 0. 48 1 841 Shear Values 0. 48 1219 a. cbon 5A.9 (eH 0. 67 1716 0. 52 1321 Shear @ 01 0• 1041 0.49 0. 61 574 + 0.43A637 Shear ® 30° 0.61 1173 _ 0.63 g 836 0.67 Shear ( li0° 0:73 1402 0.79 0, 5 645 0:45 Shear 90° 0.55 1055 0. 47 490 - 0.34 914 Shear@120° 0.48 _ 0. 46 544 0.3 Shear ( 150° 0.35 672 For SI: 1 IbAfth = 0.175 N/Mm, linch = 25.4 MM. NOTES: Minimum fine through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these Plates. NetSection -A this line passes through a line of holes: tooth pattern with the maAmum amount of steel for a specified orientation. For 1 hew2Maxi6)Um Net Section - A line through the plate's plates. this line passes through a section of the plate with no holes- Page 5 of 6 ESR-1311 I _Most Widely Accepted and Trusted 012V •0.25V 0.5W 94mm e&mn 127mm aD0 1 00o doo 000 000 Ogg 000D ODD $ DDo ago J ODD + LIDO DOG ODD r 000 DDD 0DD 0 sew t; 9 mm W20 H S, "I HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES An Inches) (Continued) ICC-ES Evaluation Report Lti!K-71-51i ro`' JuNN1c111W11L Reissued June 2015 This report is subject to renewal June 2017. WWW.icc-es.ora I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 W 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 6301T 314)434-1200 wvwv.mii.com EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MI120 HS, AND MT20HS " 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTekeTruss Connector Plates M-16. MII 16, M-20, Mil 20. M-20 HS, MII 20 HS, and MT20HST", recognized in [CC -ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: i 2014 and 2010 Florida Building Code —Building ii 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTekeTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT20HSTe, described in Sections2.0 through 7.0 of the master evaluation report ESR-1311, Comply with the 2014 and 2010 Florida Building Code —Building and the 2014.Md2010 Flo ida Building; Code —Re ential; provided the design and installation are in accordance with the International Bujoh Code: • (1 3C) provisions noted in :the, master report. Use of the MiTekeTruss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTO has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. 10 -FS groharion Reports are not ro be coiatrutd as repxscniing aesnceOcs or any other attributes not spcclJkopy addressed, nor are H+ey m lr e as an erdorsenttru of the subject ofthe report or a remmmcndarion for its we. 77tcre it ra vononr IOC J voluogon Sovice, U G esp ZM- o - to arty finding or other,"after in this report or as to orry product coraed by the repot -- Pegs 1 or t Copyright 0 2015 Florida Building Code Online \ I C bc Page l of 2 V Business Professional Regulation 1 fRx W r1e:.N« Bus es BCIS Homa I Log in I User Registration Product Approval USER: j Hot Topics I Submit Surcharge I Slats 5 Fags I Putrlicatlons I FBC Stall I SCIS She Map I link I Search I Pro.essi., r.t al Public User Regulation - Agolkiiijoh Smith> Ilsallm0on Us > Appllration DgW FL ff FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code BMP International Inc. 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmengBOyahoo.com Xianbin Meng benmeng80yahoo.com Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer R; Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2018 Ted Berman, PE Validation Checklist - Hardcopy Received Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Ucensed Professional Engineer or Architect F 14239 R3 Ea EoUlv.odf https://www.floridabiii lding.orglprlpr_app_dti.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products . Method 1 Option D 04/23/2015 04/30/2015 05/06/2015 06/23/2015 FL aY Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1' Steel Tie -Down Clip System (For Use with Mechanical Units and 2' Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 14239 R3 .11 Dwa.ddf Approved for use outside HVHZ: Yes Verified By: Frank L Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R AE Eval.naP system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Contad Us :: IlMq N h Wterrrea C iWrW. Talahassee rl ti9a Ofrone ASO.ef-f M The State or Florida Is an WHO empbyer: r^"..r hr ZaDT-26%t Cure of Florida.:: Ptivaty StaterriM:: 1tm101 :: BtlLud.UileMn1 Under Florida taw, emaa addresses are public records. N you do not want Your a -mail address released in response to a putlk-recotds request do not send dectrorrlc mall to U*,W4ft. trWead, mroaet the olrka blr.F b or W VsddbrW mau. If You Nve snr,questans, please conlaQ-t1S03P.13M •Purstimt to ieCtltrr 4SS.27S1 f ), ftortda Stotutes, effaetM Ottobtir 1 t•26 12, Itte fsaes tltenwd under OUIPW 4SS, FS earst provide the Departrtrent vdN tan dnia a2tiess It th* harie eee. The tmaQi Ordv10ed.mw be used Q1i ditlml tprlatAWACPUM With the licensee. NewaNC emall addresses arc public reacrd. p You do roll wish to suppltr a ptlsenat addres 4 Oka" provide the Deyartinod.with an &W addles *hick can be made avaeable to the pubic To determine If you are a Ikansee under01a0ie 4S3,YS., please tuck bUL. Product Approval Accepts - is Cre 1t!f rstE https://www. floridabuilding.org/pr/pr_app_dtl.aspx?paranl=wGEVXQwtDquDEJErtOSCci... 7/20/2015 BMP INTERNA MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE J CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE Il MECHANICAL UNIT. MECHANICAL UN ITMUSTT tlE SQUARE OR RECTANGULAR, vt NO IRREGULAR SHAPM F iG N_ TvP. HOST STRUCTURE DEStCa:f BY OTHERS. SEE DESI SCHEDULES FOR ALLOWABLE SUDSTRATES CENTER OF 1 GRAVITY r FLAX MECHANICAL UNIT T19' 1 TIE -DOWN ISOMETRIC ` 1 1' . 70- ISOMETRIC 75LB MIN WEIGHT, MECHAN:CAL UN.'? PER SEPARATECERIIFICATION, TIP r MAX TYP. SEE DESIGN SCHECULE FOR MA)(:MUM SURFACE AREA AND DESIGN PRESSURE, TYP. IAL, INC. - ROOF -TOP MOUNTED APPLICATIONS STEEL TIE -DOWN CUPS. I 2 SEE DETAIL 113 6 213FORCUPINFORMATION, N 3 TYP. 3' MAIL'' TYP, i I PER CORMIER WILL VAIN' PER TIE -DOWN CLIP DIRECTIVE EXAMPLE __ _ _ GIVEN MECHANICALUNIT THNGATCONFORMSTOTHEDIEILLUSTRATESIME SIOu RESTRtLIIOMS AND EDURE I DESIGN CRITERIA LISTED HERON. EE SHEETlOP INSTALLATIONFOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH TYRE FOLLOWING CRITERIA- VWH• ITO MPH, E90SME'H AO' TALL x 40' DEEP 1 AB` WIDE, too Ls (WEIGHT AS VERIFIED BY OTHERS) IXSTALLEDTO 3000 PSI MIN CONCRETE WITH (1)•2- CLI AT EACH CORNEA OF UNR (TOTAL OF () RIM) hb'%!'CAt UDC ROCEOURE STf RESULT 1 DETERMINE T4E CONNECTION TYPE EASED ON THE DIAGRAMS ON SMES 1 TcomNwnon TR 3 THIS INSTALLATIOM IS 1-9 DED FOR A YUK-170 MF%, EXP%URE'B`. THIS DESIGN 2 DETER -ONE WHICH DESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLE S 7 iDETEAP11ht LARGEST FACE AREA OE MECHANICAL UNIT TO Of INSTALLED 4rxdr•16F:' - THIS UNIT HEIGHT OF B' IS EQUAL TO THE MAXIMUM ALLOYABLE HEIGHT OF P. NOTE TINS PROWCT APPROVAL ALLOWS THE IDUT TO DE 1AMIALLED ON TOP A Cmf.CK MAXIMUM UNIT HEIGHT RESTRICTION Of AN A/C STAND TWAT SA MAXIMUM 30' TALL If AN A/C STAND IS URLZr CNECS 70 SEE THAT THE STAND DM NOT EXCEED "'IN MIGHT CMfOR MINI M ullHi •Y107N 1S11UR OIIUNIT WISIM is 4r WHICHIERTmAk W Mts""LImAwmAm wfolh OF 2r MIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 R. ADDITIONALLY, THIS UNIT My BE INSTALLta ON RCOF70 MEI4T05 GREATER 6 DETERHIME THE ALLOWABLE ROOFTOP MEIGMT OF IME IRSTAUATION THAN 60R AND LESS THAN 100 FT SEE (') ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN OESIGNLO IN ACCORDANCE WITH ASCE 7.10 AND T%E BUILDING CODE F00. USE WIT111N AND OUTSIDE THE NIGH VELOCITY HURRICANEINDICATEDINTICACCOMPANYINGDESIGNSCHEDULES. THE DESIGN CRITERIA USED YYY6 GILMAIt" ALLOWABLE Roof -lop HEIGHTS CONSIDERS Asa ?-to SEC710FL 29.S.1 ,.. FOR ROOF TOP MEIGM (M) 660 R AND SECTl01/ ".S AM ROOF TOP NCIGMTS (10>60 R ' SECTION ".4.1 foft InVAUATO•IS AT GRADE (GGX--).LEI WIT%II TM IWIIL CGC.I--I." OUTSIDE 1ME MVHL (GGl.-.•LS MEIN ALL LOCATIONS (C(INCUARENp, - ALL 7XCR DESIGN VARIABLES ARE II AOCIiROANCE WIT% ASO 7•10 CHAW RS 26 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENTTIE ALLOWABLE HEIGHT Of THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON 70P OF THE MOCMTS LISTED IN THE DtSIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT 4AS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF IRE FLORIDA BUILDING CODE A ASC! 7•10. THIS PRODUCT MAY BE USED WITHIH AND OUTSIDE THE HIGH VELOCTIY HURRICANE ZONE. 2. NO 33-V3% IMCRCASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND Off SHEETS FROM TEST REPORTS, R-[Q1f>d57A R N' 970 BY TESTING EVALUATION LABORATORIES, INC. NO A165TITNTOMS WTiM IT ITIWI A PROVAL BY THIS ENGINEER SMALI BE PERMITTED: MAXIMUM6MINIMUM DIMENSIONS AND MINIMUM WEIGYT Of MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIfICAT OUS CLEAR sPACF, TONNAGE, EM) SMALL BE AS PER WAUFACTVAER IIECOMMOMATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR S. FASTENERS TO BE R12 X 3q., OR GREATER SAE GRADE 5 UNLESS NOTED OTIERWISE TAPCOIIS REFERRED TO HERON SHALL BE TTW BUILDEX BRAND, CARBON STEEL OILY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE AMC40R SCHEDULE FOR ANCHOR RCQUIPCMENTS. ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS, 6. ALL STEEL CUPS SGALL Of ASIM A283 STEEL (GRADF D) WITH FY.13 KSI OR BETTER. ALL STEEL ME14SMS SHALL Of PROTECTED AGAINST CORROSION WITH AN APPROVED COAT Of PAINT, ENAMEL OR OTHER APPROVED PROTECTION- MO•MTTD COATING REQUIRED FOR ALL COASTAL INSTALLATIONS 7. ALL CONCRETE SPLCIFTED HEREIN IS NOT PART OF INS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE ' MIN. THICK AND S4ALL HAVC MINIMUM ODMPRf.SSIVE STRENGTH OF 3000 PSI. UNLESS NOTED OTHERWISE. B. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR ART. CRIALS TD PREVENT ELECTROLYSIS. S IELWMCAL GROUND. WHIM R(QW'RED..TO Be (ISSI6NED 6 INSTALLED BYOTNERS: 10. THE ADEQUACY OF AIn EXISTING STRUCTURE TO wUMSTAND SUPERIMPOSED LOADS SMALL65 VERIFIED BY ME 0617E DESIGN PROFESSIONAL MD IS NOT INCLUDED IN THIS CERTIFICATON.E=FT AS EXPRESSLY PROVIDED HEROM, NO ADDITIONAL CEATIFICA710NS OR AFFIRMATIONS ARE INTENDED. 1%. THE SYSTEM DETAILED MEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SUE. FOR SITE CONDITIONS OIFFEIL'_NF FROM THE CONDITIONS DETAILED HEREIN, A LICENSED kRGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE UN CON)UHCITON WITH THIS DOCUMENT. 12• WATCR•TIGMINESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATIO4 AND INSTAI. ATTOIF OF STRUCTURE PROPOSED MEREIX THIS ENGINEER SMALL NOT BE RQFONSIBIE FOR AMY WATERPROOFING OR LEAKAGE ISSUES W41CH MAY OCCUR AS WATER- IIGHTNESS SMALL BE THE FULL RESPONSIDIL:T" OF IMF. INSTALLING CONTRACTOR 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VNt WIND SPEEDS USED IN THIS APPROVAL. SEE SECTION 26.7 3 OF ASCE 7.10. 15- 2378 a ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS tN.. 3• MAX , 1' CUPS TVP. :. I • CUPS 1Qp mil %•-•• II . r Ka f SUBSTRATE OESCRUFTTON 1)-5116•D CAM" ITW BUILOrX TAKON. CONCRETE' 2Y.' FULL EMBED TO A• THICK RIM. CONCRETE 3W MIN. 3000 PSI MIN.) EDGE DISTANCE Jy' MIN. S ACNG 7Ti ANY ADJACENT ANCHOR SAE GRADES ALUMINUM' IASIT" METAL SCREW TO 0.12T' Min. AWMIRum PROVIDE ISTHICK. 6061•T6 PITCHES ME". PAST MIN. ALUMINUM) THREAD PLANE STEEL. 1)-14 SAE GRADES 0.125 MN. SHEET METAL SCREW TO THICK, 33 99 STEEL, PROVIDE (S) HIS. STIED TC ES HIM. MST THREAD CORE SUBSTRATE DESOLTITTOM5 1)-s/16•D CARBON Sty ITW 81NIT) TAKOr'y' CONCRETE: 2)1.' N1LL EMBED t0 i 1' THICK MIN, OQCRET4O31. 100D PSI MIN.) EDGE DISTANCE. 3)L• MLR. SPACING 10 AM ADJACENT ANCHOR. ALUMINUM. 2)• 114 SAE GRADE 5 SMFET METAL SCREWS 70 0. 125'ry. ALUMINUM. PROVIDE (s) TRIM 6001.76 PITCHES HIM. PAST MIN. ALL1P014 TNREAO COME STEP,' 2)•AI4 SAE GRADES 0. 1I5' MIN. SHEET METAL SCREWS TO THICK, 33 KS: STEEL, PROVIDE Is) min. STXM PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DL"TANCAE1(CLUDES RNTSMES, 1/ AJLtICAEOL i ' • • ` 1 , : 2, ENSURE MINIMUM EDGE DISTANCE AS NOTED IS NICNOR SCMEDULE. CONNECTION TYPE Cl J. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. CONNECTION TYPE C2 Cl1' CUP . UilUZE (1) AT EACT CORNEA FOR A TOTAL OF (A) PER UNIT Q 1. CLIP • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER t1H1T v \ ` L' NR lYlcrN 6' MAX 6• MAX CUP OFFSETCU P PAIR SPACNG- CUT OFFSET v2 „ 1 ?„7.S.S.SSlll1LLL1111 • x t• ? " _ II• 7• nP MECMANICAL 1---{-CLIV•CLJV UNIT PER I •. ` SOACING SEPARATE CERTIFICATION AR 1' CUPS 1 • IAA% ^ "M. 1 T C IPS 3• Mom( UTILIZE (A) CLIPS EA SIDE OF UNR FOR A TOTAL OF TYP. tM` ( 8) PER 11N)T Y MAX, 3• MAP( M x•TTTPj. M CONNECTION TYPE Q CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL r fLL.I ,. • •1/TTLIZE (t) AT 900T Cl>urFA (OR A IOTAI OF Lull l* , 2' CU/S • YfR12E (1) Al LOCH CORNER FOR A TOTAL OF (8I PER UMR 3 N.T.S. PLAN VIEW THIS MAIL MAY BE USED AS AN ALTERNATE GEOME` IIIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACI• CORNER FOR A TOTAL OF (8) CUPS PER UNIT. IN A OYp U a z A- 4 it O= ` N S z € E t cc s ui a z z o E 0. z u 1S- 2378 I FOR ANY CLIP LONGER THAN 10- 0 Ir UTILIZE (5)-112 SAE l GRADES SHEET METAL SCREWS, TYP. I0.060, THICC ASTM A783STEEL. TYP. Tim3)-s:2 SAE GRADE 5SHEETMETALSCREWSb FOR CUPS UP TO S' OLONG. UTILIZE (S)-112 SHEET METAL SCREWS 1 Q FOR CUPs LONGER THAN S'. TYP. HOLE, WITH ANCANCHOR FROM 1' a7r UP ANCHOR sCHEDULE. TYP. OTHER DIMENSIONS n. SIMILAR) i 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETR:C fir. 0 0.072' OR o0. 11 TMICx 363ASTMA283 III14Pp STEEL. TYP. 0 u A 3)-)12 SAE GRADE S SHEET METAL SCREWS FOR CUPS 4' LONG. UTILIZE (4)-A 12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4'. TYP. V*O HOLES. NOT TO BE USED FOR ANCHORS. TYP. fACIDRY O S:'O HOLES; yUITUZE (T) OR (2) ANCHORS .+ FROMOM 2' CHIP ANCHOR SCHEDULE. TIP. Dw 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063-TG MIN. ALUMINUM SHEET WITH FtV-30 KSL 0.125' MIN. THICKNESS. STEEL HOUSING UNITS SMALL 8E ASTM 4653 Fy-33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.029n. 0.068' TRIO( A 4283 STEEL CLIP, BASE OF UNIT SHALL BE FLUSH WTTH BASE OF CLIP, NO SPACE PERMTTED. TYP. 3)-012 SAE GRADE S SHEET MSAL SCREWS FOR CLIPS UP TO S' LONG. LITLLIZF (S)-PI? SHEET METAL SCREWS FOR CLIPS LONGER THAN V.PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER AM]HOR ' SCHEDULE j SUBSTRATE PER 1 ANCHOR SCNEDULE VARIES) 1" TIE -DOWN CLIP 3. ANCHOR DETAIL 3 3' - 1'-0' DETAIL 0.1P IS DESIGNED FOR FULL CONTACT WITH THE 845E OF EA04 MECHANICAL UNIT, TYP MECMANICJIL UNIT BY OTHERS,. AlUM1A•UM HOUSING UNITS SHALL Of 6063-T6 MIN. ALUMINUM SHCET WIT.M Ry-30 KSI. 0.12r MIN. THICKNESS, STEEL HOUSING UNITS SMALL BE ASTM A653 Fy-33KS1 MIN. STEEL GRADE 33, 22GA MIN. (t-0.0299'). 0.072. OR O.UY THICX ASIM A203 STEEL CLIP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED. TYP. 3)-012 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4' LONG. 1111112E (4)-F 12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4'. PROVIDE (S) PITCHES MIN. PAST THRFAD PLANE FOR EACH SMS, TYP. 1) OR (I)ANCHORS PER ANCHOR 3/8' SCHEDULE 1 . jN(L J : SUBSTRATE PER VARIES) SCHEDULE 2" TIE -DOWN CLIP 4 ANCHOR DETAIL 1•-0' DETAIL CLIP IS DESIGNED FDA FULL COHTACI WITH THE BASE OF EACH MECHANICAL UNIT. TYP. V Z e Z bf 0 F Q L n sZniw Z f Aid 0-4 u E m 15-2378 a TABLE 1: Vuit-175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 SI RUCTURE W THE HIGH VELOCITY HUMUCANE ZONE•) MAXIMUM ISURFACEAREAOFUNITUNIT Cl I C2 ; O GL UNITY LARGEST HERTIIT VAD7H I - --.IFACE AFT' 1GMOE Hs200R HS3OFT Hi20PF7 6FT' AIGRADE t Ms40R ATGRADE I N6MDR, 9FT' i 4r MAX' 24'MIN A 1 ATGRADE. AT GRADE . MSEbOFI 12Fr Lblbrt' I N/A At GRADE I.VA I AT GRADE' AT_GMDE I H S 40 FT A. _ ( AT GRADE 20 R' A AT GMDE W_A AT GRADE . I 2S Fr 6r MAX ArMIN WA 'AT GUM WA At GRAM AIIAMFDADC COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING )URISDICTON FOR THE APPLICABILITY OF THIS TARE WITION CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY I1 STRUCTURE-) ALLOWABLE ROOFTOP HEIGHT (MI ' TIE•DONN CONFIGURATION TYPE MALTMUM - • _ _ _ SURFACE AREA OF UNIT UNIT Cl C2 C3 CA UNf'SLARGEST I HEIGHT I WIDTH FACE 1 6 F:' 24•MAXI it wN H/A H1200AT GRADE 60HS200FT R 1R<Hi160R EFT% 32' MAX, Ir MIN N/A ATCAADE H520)R I60R N5200R4520OFT + H5NOFT N32DDR 1 FT' AlG t 1 OF, 00 F11 AT GRADE H5200R I NS40 FT Hs200R 60RcHS 200R sf: SIFT' 4!' MAX • 24-MIN II/A I Hi2O0R 'AIGRADE' H12ODR , 60R14 M USE"- _ la l7' N/A L AI GRADE N/A M s IOD.R , 15 FTI 1 N/A AT GRADE N/A H S 20D R L _1 20 F" ! I H/A AT GRADE ' NIA' H 1200 FT , H630R N/ A WA 25 FrN/A 00 FT<M SI0DF I 60' MAX 4W WIN ATGRAOf. 30 FT' N/A H/A NIA _=boRiMtibDR FT WA• WA_ WA _... ATGRADE_ i 1... AS AH EXAMPLE. THIS TABLE IS ERMISSIBEE TO Of USED WTMIN PALM BEACH CDUNFT•. CHECK WITH LOCAL AUT4011TY HAVING JURISDICTION FOR THE APPLICABILITY OF (MISTABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A TUSK CATEGORY N STRICTURE IN THE HIGH VELOCITY HURRICANE ZONE-) 1 'AIEOWAREROOF- TOO NEIGM(N) TIE4XAVN COHHGUMTION TYPE iA WACIABEAOF UNIT { UNIT • I, i C2 C3 CA INfi'YJIR= HEIGHF WIDTH I 1 FACE SF"__ 24' MAX i t2• M.'9 GRADE AT l 'AT GATGRADE N E 200R 9R'!2'MAX j' li MIN N/A .. At GRADE -N/A ^HSIGR AT GRADE H S 20011 AT GRADE H I M FT 6Fr j N/A Hi15R ATGRADE MS200R 9W y 4r MAX 24•MIN WA I ATGRADE ATGRA% HisOFT 12 Fr I.V A.. AT RApEAAT GRADE 16 R'.._. _ N/A_ _ AT GRADE RA AT GRADE 20 R' WA' AT GRADE _ /F A AT GMDE 2SFT* . • fl/A -_•- _ N/ A NIA • J AT GRADE 30 FT' _ _ CT MAX 4O• MIN MIA WA _ WA AT GIUD[ WA _ N/A ,FI% A AT GRADE, I1NK TARE ESPEAMISS1b1E TO BE USED WITHIN THE HVNZ WHICH CONTAINS BROWARD AND MIAMI•DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVINGJURISDICTION FOR' HE APPLICABILITY OF THIS TABLE WITHIN CERTAIN fLOMOA COUNTIES. TABLE 4 : Vuit=170 MPH, EXPOSURE D FOR USE WRH A TUSK CATEGORT I STRUCTURE •; AIIOWAlIE RCIOT-ICI HEIGHT ( Ml T.E4>OWH COHFIGUMTIUV TYPE MAIIMUM SURFACE MICA OF I UNIT • UNIT Cl C2 C3 CA UNITY LARGEST HEIGHT WIDTH , FACE 6FT' 24-MAK' 12- MIN( __- WA I Hs20DR co FT NAT i 190R F5200 FT9 FT' 32'MAX I IS -MINI NIA AT GMDE CIO FT. < M S200 FT' N/4 Fs1OOFT 4R' AT GRADE I 1 H52001"1 FAii<HS10DFT, Hs20Drt Fs2O0FT6R' TI/ A H5200R . 6CR HS2ODTf NS200FT 9FT' AS- MAX 24- MIN ; MIA HS is FT 60R< Hs2W R. AT GRADE NS2GOFT 12 Fr N/A Ai.G.UOE fl/A Y. S 100 FTsOFi<H51201T 16 R' N/A Np. N/A H S 40 R 60 FI < M 5 !! 1) IOR' I- N/A I A,- Ai GRADE• T N/A HS4pR 60R<H5200 Ff 25R' N/A N/ A N/A AT GRADE 60FT<HS2WFT 60'MAX 148-MIN ••.• AT GRADE 30 Fr N/A N/A' NIA 60R<I4s 100 FT' 36 Fr N/A N/A N/A AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE 70 BE USED WITHIN PAW. BEACH COUNTY. CHECK LLTTH LOCAL AUTHORITY HAVING RIALSDICTION FDA THE APPLICABILITY OF THIS TABLE WrrHIN CERTAIN FLORIDA COUNTIES. 1 4 TABLE 5 : Vult=140 MPH, EXPOSURE 8 IFOR USE WITH A RISK CATEGORY 111TRUCrURE'I I 'AtIOWAtI! ROOFiO/ ME1liFR DD ' TIE-0OWNCONHGVRATLONTVK MAXIMUM SVRFAQ MEA OF , VNR UNIT Cl I Cl GA UNITSLARGESr HEIGHT WIDTH 1 FACE _.!_. 6FP 1 24-MAX 12-MIN !,FT< 3120RI H5200FT I Hszoo Fr Hszoo FT 9 FT. I32'MAX 15'MIN I 1 AT GRADE MS200 iT I HS200FT HS200iT AFT' I MS200rr ; H1200 FT HS 200FT M9200 FT 1 , HS201) FT 6R, HSAQfT bbiT<NS200FTI MS200FT I HS200 FT HS20DFT 9FT' jAB'MAX 1 24' MIN60RAT1MSBOFT, NS200 r'r NS 200 FT I, 12 Fr M54O FT ATGMDE HS200iT .60 FT< HS200 FT H1200 FT H1200 rT I 16FT' I N/ A NS200 FT H5is FT COFT<HSIOOfT 20 FT' I I N/ A M.S IM FF 160 FT<NSFr Hs200FT A_ N/ ATGRADEA HS40Fr I60FT< HS200FTI60Fr<HSBO FT Hf200 iT I 25FT' 60' MAX µ' MIN •-- .• -_...I N5ZOD FT 30Fr' 1M/A I HS15Ff AT GRADE 60FT<MS160FTATGGE 36 FT' I -- N/A ! 60FT NRSBOFr ATGRAOE .. HS20DFT TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY (1 STRUCTURE') ALLOWABLE ROOF - TOP HEIGHT (M) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT 1 I el 1 VMrSLMGEST , HEIGHT WIDTH-• Cl I C2 C7 I U^ * 0 6 FP : 24' MAX 12' MIN I AT GRADE N S 200 FT 9FT' 132- MAX 15-MIN I N/A I H9200FT L AFT' j HS200R Hf200 FT 6 Fr' 6p fT AT GILAIEMs1B0 FTH5200 FT SIFT' i 46- MAX( W MINI AT GRADE H 1200 FT 12 FT' M/A N S 20O FT HSIS FT 16 FT' ( N/A 60 FT < H S 200 FT i-- 20 F0FT- N/A •1 - -_• - •- 11S30 FT r _ . _ _ _ I 60 FT 4 N 1200 FT M/AAT GRADE 60' MAX AB' MIN 6 -- - 60 Fl <H f IAO FT F3306 RI FT' i N/ A I AT GRADE 1 N/A AT GRADE TABLE 7 : Vult= 140 MPH, EXPOSURE U FOR USE WITH A RISK CATEGORY (I STRICTURE-) ALLOWABLE RUO&TOP HEGHT (HI i TIE-DOWN CONFIGURATION TYPE MAXIMUM ' I SURFACE AREA OF UNR, UNIT Cl NEIGIR CS C3U UNR'SLARGEST I I WIDTH 6FT' 12A•MAX 112'MIN: M/A Hf200FT M130FT H12O0FT Go FT<H5200FT I 9FT' • 32- MAX 15'MIV i^ M/A HS200 FT I AYH GOFTA< H ADFFLHS200 FT A Fr•• _ _-;— Hs40 FT L6O Fl-FT NIL HS200R H 1200Fr Ns200FTI 1 I AT GRADE 6fT' ) !6OFF< N% 100R N5200 FTHS20pFTHS200FT ' 1 1— - OFT, A6'MM 24' MINi N/A HS200FF HS15 FFZOD Ft HS200FT N/ A HSCOFT' AT GRADE MS200 FT 12FT• / 60 FT 4H 9200 FT60FT<HSDOFT IiFT' I' N/A AT GRADE• M/A MS2WfT 60ir< M 9200 FT ATGRADE HS 200 FT ' AT GRADE 1 lOf.T' N/A 60 F r 200 FT S I 2S FF' j N/A ATGRADf N/A N5100 FT 60FE< HS60F'r OV MAX 4' MIN•••.- 30 FT' N/A N/A — If/A' N 00 FT 60 FT <H S 200 FT: AS AM EXAMPLE, THESE TABLES ARE PERMIMeLE TO BE USED WITHIN N/A AT GRADE • AE 6VARO COUNTY. CHECK WITH LOCALAUTHORITYHAVINGJURISDICTION36FT' N/A WA FOA THE APPLICABILITY OF THIS TABLE WITHIN CMTAIN FLORIDA COUNTIES. 60 FT < H / 200 FT N 1200 FT HSIS FT, I H S 200 F'FSy ` CI ,I fT<M1200 FT N f 200 FT m Z o B np 22 lU 0 0 N 1200 Fr I HS 200 FT 1 NS200 fT I HS200rt N J W boF XFT<M 5200FT HS200FI j ArGAAOEXFT<MS140FT I H5200 FT AT GRAOE H S 20D FT a H CJM ATGRA1200 FT Z PN AV GHAOE' MS 200 FT N 5 200 FT Z u zj G i MIA H530FT I O.' ^ C 6OFi< N5200 FTI Q IFy Z 6 1r i W v u ouuu Y N Z 2 O EEm E F 15-2378 4/ P E • R •T• ENGINEERING EXPRE55© 1- PRODUCT EVALUATION REPORT ENGINEERING EXPRESSO EXPERT PRODUCT EVALUATION REPORT April 14, 2015 Application Number: FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT'EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordance w'Aq A,"STIQl01.7.61-88 test standards per test report(s).0TEL.01970367A and #TEL-01910387B-by Test i61 1 oratories, Inc. `,•::..,,9 STRUCTURAL ENGINEERING CALCULATIONS R@§W.E n eeees Seal Valid for Structural engineering calculations have been prepared which = P'ges!Vt ®_2j evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: ? . 1: Minimum Allowable Unit Width 2. Maximum Allowable Unit Height Frarik 3.. Minimum Unit Weight 4. Maximum Allowable Unit Surface Area # PE004 moil,1114ollr8$$5 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12TM AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM WENGINEERING 4/l4/2015exPr-ress- BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12r" AVENUE * 106 DEERFIEW BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Jr, w SUBDIVISION: 1 h01rV1 him oiO 2 LOT #: MAR 2 0 20ta . CITY OF SANFORD BMIL-DING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 7- 3750 Documented Construction Value: S (-Pgaa 1'Ji 15 P-AAlAy-i-S lob Address: Imo• e-d RCS-C. LGt=Le Historic District: Yes NoV Parcel ID: / v-f Residential t4 Commercial Type of Work: New Addition Alteration Repair Dcmo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Nance AAY` b Street: 01 City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, St.1te Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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 THEJOB SITE BEFORE "rim 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 pernil must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air coudilioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in erred as or itiat date: 5"' Edition (2014) Florida Building Code Revimd: Junc 30, 2015 Pemia Applicminn 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 wdter 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 ol'a plan review tee 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 informat' n is accurate and that all work will be done in compliance with all applicable laws regulating cot9Lr ion and z signature of Owner/Agent Date Signature of Contractor/Agent r14 Print Owner/Agent's Name Signature of Nntary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Ti-Iin t A YY1"r-'i7 4 Print Cont--to Agent's Nome DAIA; i AJq- IF, signature of tart' -State of Florida ate Contractor/Agent is Personal Produced ID "Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2013 Permit Appticntion CITY OF SANFORD BUILDING,,$FIRE PREVENTION PEWITAPPLICATION Application No: Documented Construction=Value: S Job Address:: ,{?, LYE Historic ]District: Yes E Nog Parcel ID: Residentia j Coammercial Type of Work: Newi Addition Alteration Repair 'Demo. -El Change of Use, wove - Description of Work:10 Plan Review Contact Person: i Phone: ` EU1- $ OOI , Fs Name Street:, City, State Zip: Street: City, State Zip: Email: Property Owner Information Phone: _. Resident ofproperty? or Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage bender: 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 COMMENCEMENTMUST 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 orinstallation has commenced prior to the issuance of a permit and that all work will be performed to meet standards" of all"laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dater 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application f L 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 actunl 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 at work will be done in compliance with #ll applicable -,laws regulatfi & construction and zo ' g. Signature of Owner/Agent Date Print OwnedApnt'a Name Sigrrature,of Notary -Sate of Kride Date orconuacior/Agent Name Si re of No ry-Stnte of Floride t i^'•' CHERYL D AKERS MY COMMISSION # FF998982 EXPIRES June 05, 2020 17 Owner/Agent is Personally Known to Me or Contractor/Agent is __1efPersonal1y Known to'Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application L aufel.IGUM. /u4 i•Y! wrwlYr. I atPl a Y fa--' -atl Ul!/Ipftt oMM vMn.p.avr? taus ,YIM Otn• Otl Gff On t.,, ,.e +- -1•'7 I 1q.twnMM•+IbYIY. or. 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Io IfllI pll•K 1111nwS*p lot 11. 4•.1WI1•sY,li CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: t-i BfU bn Historic District: Yes No L7 Parcel ID: a1' Ig -ir' OWL:)-1 Residential Commercial El TvPe of Work: New 13 /Addition Alteration Reaair Demo Change of Use Ain%•e rtau nrVtr111• %.vutact rrtavu: 11Ue: Phone: Fax: Email: C -t- Property Owner Information Name -i-n ,l I is nj:risc Street: I S71 LCA Ca I I IC:;rk- 9«> City, State Zip: )2L IA/rl(/i l=t--3a-r7J C Phone: Resident of property? : Contractor Information ame " t Phone: Street: Fax; LA-A i O City, State Zip:S.1. 1 % State License No.: _C1,= -%f, Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: _ Alort , age Lender: Address: WARNING TO O\\•DER: YOUR FAILURE TO RECORD A NOTICE OF CONEMENCENIENT NIA)' RESULT IN POUR PAYING TWICE FOR 1\1PROVE:\1L• NTS TO YOUR PROPERTY. A NOTICE OF COINUMENCEMENT NIUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST 1_\SPECTION. IF YOU INTEND TO OBTALN FINANCING, CONSULT WITH YOUR LEYDER OR AN aTTORM' BEFORE RECORDING YOUR NOTICE OF COINUMENCE: r9ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certiRy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools. furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) 1'lorida Building Code Revised: June 30. 2015 Permit Application PJ 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 count•, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual 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 Nvork will be done in compliance Nvith all applicable laws regulating construction ng. Signature of Outer. Aeent Date Pnnt Ouiser/Aeent•s Name Signature of notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID Signature of Print Gent Datee-- yy Name f &At-A) 3%a4,9o1 Signature of ary-Smte o F riDat AMYMORRIS State ofFlorlda oa GG 185209LIzsesMar10, 2022 nal Notary Assn. Contractona to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Requited: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No _ of Heads APPROVALS: ZO\I\G: COI\OMNITS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes \o WASTE- WATER: BUILDING: Revis.-d: Jun: 30. 2015 Permit Application Florida Building Code Duct Leakaqe Results Builder: Neighborhood: Address: City: Square Footage: WlC 7 e / State: FL Lot #: Permit #: Stage of Construction for Test Rough in with Air Handler 11 Rough in no Air Handler 0Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: % System CFM25 Square Foota a Duct Leakage CFM/100s ft. Location Pass or Fail 2 3 4 5 Pass Fail Rating Company: SkyeTec® Inspection Date: 250-I r Rater Name: Eric Goodwell Rater Signature: The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 11.866. SKYETEC www. SkyeTec.com r When Buildings Talk, We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: / Builder Name: Street: 7 61 Rini /e L' Permit Office: City, State, Zip: L Caord /r- 3V71 Permit Number: Design Location: &I f c)a Jurisdiction: Envelope Leakage Test Results Single Point Test Data: j ,/ HOUSE PRESSURE: r2 , / FLOW: Zi — Leakage Characteristics CFM (50): /5 3 - ass Fail 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: PRINTED NAME: z r DATE: A 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 party 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. UNIVERSAL ENGINEERING SCIENCES UES Project No: 0110.1401008.0000 Workorder No: 9368738-1 Report Date: 4/4/2018 Consultants In: Geotechmcal Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: UES Technician: David C. Garmany 2600 Lake Lucien Drive Suite 350 ' Maitland, FL 32751 Al)ate Tested: 04/04/2018 Project: Thornbrooke 40s 8 50s, SF House Lots ra L Area Tested: Lot 158 - 484 Red Rose Lane Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture Field Dry Density per Field Moisture loci Soil Compaction Native Depth inch) Pass or Fail 1 PROPOSED NORTH FOOTING 0-1 ft 105.4 11.8 105.2 3.2 100 N/A Pas: 2 PROPOSED WEST FOOTING 1-2 ft 105.4 11.8 105.0 4.1 100 N/A Pas: 3 PROPOSED SOUTH FOOTING 1-2 ft 105.4 11.8 105.5 3.6 100 N/A Pas: 4 NORTH EAST CORNER - TOP OF 1-2 ft 105.4 11.8 103.8 4.6 98 N/A Pas: FILL 5 SOUTH WEST CORNER - TOP 2-3 ft 105.4 11.8 102.9 5.1 98 N/A Pas: OF FILL Remarks: FOOTINGS NOT YET EXCAVATED AT TIME OF TESTING UTILITY TRENCHES STILL EXPOSED AT TIME OF TESTING Tn-e/ehl:nh a —./..el ..nn/-..I:nn Fn I Ini..nr..el•w -U-0e 0— C..hl n end n..'n-hr+w ell —.0. — n..An+iN-d — .. 94- 6.l n.n..es.., -11 n—..U—#. end nlhn.i.nlinn DESCRIPTION AS FURNISHED: Lot 158, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Elangovan Mohan; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding W LOT 157 t 464 QC-P Qo C Lowe 30' UNNAMED PLATTED ROAD FLORIDA LAND EL COLONIZATION COMPANY LIMITED W. BEARDALL'S MAP OF JOSEPHS (PLAT BOOK 1, PACE 114) R 0.7' -- S 00°12_21 " E 0.6' SET 1/ 14596 4 152.64' `>\ PC) SET N&D 4596 5' CONC. WALK B.B.) S 00°10'44" E 40.00' RED Q PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.5' PROPOSED GRADE PER CONSTRUCTION PLAN CRUSEWHE'YER-SCOTT LCGCND - LEGEND - P PLAT a- POINT ON LINE IICLD 7Y. TYPICAL I.P. IRON PIPE rAr- POINT or REVERSE CUONVATURE IR IRON ROD LL POINT Or CDOOUND CURVATURE CX CONCRETE IOMKNT WAD. RADIAL SET I.R. 1/2' IA /BU 139E Mut NOMI-RADIAL REC. RECOVERED 3 DINT P.E.N. POINT W BEGINNING CALL. CALCULATED P= POINT O< COMMCIKCMENT PAX PCRKANENT REFERENCE MONUMENT N D I. rIMISNCD FLOOR CLCVATION NAIL IPODIS BSL BUILDING SETBACK LINE R/V RIGHT -Or -VAT BH. BENCHMARK ESMT. EA$EKENT BJL BASE BLARING DRAIN. DRAINAGE UTIL. UTILITY CLFC. CHAIN LINK rEHCE VDZC. VOOD FENCE C/B CONCRETE BLOCK P.C. POINT OF CURVATURE P.T. POINT Or TANGENCY DESCRIPTION @Sc L APL LENGTH D DurACMORtv. CNDR9 BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER KTRM• ZONE ?(• MAP / 12117C 0053 F. ON 2• I.R. ON 14596 I. 5. 00' C SET 1/2- I.R. 4596 ROSE LANET 50' R/W) BUILDING SETBACKS: FRONT = 25' REAR a 15' SIDE = 5.0' SIDE CORNER - 10' LOT 159 LOT - 4,780 50 FT LUNG = 998 SO.Fr GARAGE - 510 SO.FT. ENTRY = 53 SOFT LANAI = 150 SOFT BREEZEWAY = N/A SOFT. DRIVEWAY - 403 SO. FT. A/ C PAD = 9 SO FT. WALKWAY = 70 SO.FT, IMPERVIOUS - 54.9 R 2, 195 SO. FT. SOD - 2,584 SO. FT. OFF LOT AREA CALCULATIONS R/ W = 428 SOFT. APRON - 109 SO.1T. SIDEWALK = 200 SO. FT. SOD = 11R SO.FT. PROPOSED INFORMATION SHOWN AREA = 5.208 SO. FT BASED ON SUPPLIED PLAN DRIVEWAY = 512 SO. FT. AND/ OR INSTRUCTIONS PER SIDEWALK - 270 SO. FT. ASSOC, INC. - LAND SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES: 1. THE UNODtgCNED DOES NEI7EBY CERTRY TWIT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLM44 BOARD OF PROFESSONA. SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINNSTRAMT CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES 2. UNLESS EMBOSSED WITH S'VP/CYOR'S SIGNAIVRC AND ORWONAL RAM SCAL 1115 SURVEY YAP OR COPICS ARE NOT VALID. J. THIS SURVEY RKIS PXCPAVIm TROTH TITLE INFORMATION FURNISHED M ME SVRVrMR. MERE MAY BE OTHER RESIIRCINONS OR 64SOWEHTS THAT AFFECT TH6 PROPOPIY. 4. NO UNMWROVND IMP AWrNM HAVE BEEN LOCAIEO UNLESS 07HVMSE SHOWN. 5. THIS SURVEY IS PREPARM UDR THE SOIL BENEFIT OF THOSE CERTIFIED M AND SHOULD MOT BE RCllm UPON BY ANY OTHER EWITY. B. DIUCNSIONS POW FOR ME LOCATION Or INPROVEMENIS HEREON SHOULD NOT BC USED TO RCMWRVCI BOUNOMY LINE$. 7. a6VDNGS. ARE Brim ASSUUM DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) S. ELEVATIONS, V SHOWN. ARE BASED ON NATIONAL GEODETIC DAIVLT Or 1020, UNIM OTHERWISE NOTCO. B. CERMIGATr GF AUTHORIZATION N° 139a SCALE R---- t' . 20'—+ DRAWN BY: ••• CERmED BY DATE _ ORDER to.___ PLOT PLAN 12-14-17 5752-17 FORMBOARD FOUNDATION/ELEVS. 04-05-18 1707-18 FINAL/ ELEVS. 08-13-2018 5057-18 11A • TO US EVER. R.L.S. / 4714 JAMES SCOTT. R.LS 14801