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508 Red Rose Ln 18-929; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT ^ STATEMENT NUMBER: 18100001 DATE: February 20, 2018 (_-,J BUILDING APPLICATION ##: 18 10000140 BUILDING PERMIT NUMBER: 18-10000140 73 / UNIT ADDRESS: RED ROSE LANE 508 21-19-30-510-0000-1640 w( TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 508 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SinRle Fa ily Housing 00 1.000 dwl unit 00 FIRE 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, OL 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. V COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, OFROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE T. I I1111111111 II111 I1111 II111 I11111111 I111 Parcel ID Number: Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COA'IWVIENCEMENT. State of Florida. County of Seminole. GRANT 11ALOYr SE11INOLE COUNTY CLERIC OF C:IRC JIT COURT & COMPTROLLER BK 9073 P3 92 QPgs) CLERK'S T 2618019275 RECORDED 02/20/2019 09:44:02 AM RECORDING FEES $10.00 RECORDED BY iidevore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT I % Legal Description: Thornbrooke Phase, according to the plat thereof, as recorded in Plat Book Page of the public records of Seminole County, Florida. Addresses : 5-6 ri P e-d PO L Sanford FL 2. General description of improvements: Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. N\1 Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING CONSUL YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 2 v O 11. Date Signed : Q Signature of Owner's Agent: Cr JO Asa Wright / > Taylor Morrison of Florida Ine' ? X v 001 Sworn to and subscribed before me this by John Asa Wright wh ersonally known to me. = _ Notary Public DA Clark ,v.•M:; My commission expires: 6/27/19MOMj * EXPIRy9a Serial No. FF 209108 No Signature: sell) O m y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D FES k, Application No: BY: Documented Construction Value: $ lftnalW 2.9$131.00 Job Address: 6 K PZ14 iDS S4'Vv1'0_4 Historic District: Yes No Parcel ID: o?( -19-30-510 -0000- l(v-(( 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work. NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: 1&! Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: N.I11-O0MM- 11 M'- 11 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 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 WI> 1343 Permit Application SD 302,5 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. grlw Si tureofOwner/Agent Dq TAYLOR MORRISON OF FLORIDA INC/ Print Owner/Agent's Name Signature of Notary -State of F;6 pate gar vv D.A. dARK My COMMISSION I FF 209108 gpb 011w gudpd Ndety Owner/Agent is yE& Personally Known to Me or Produced ID N/A Type of ID gnature of Contractor/AgentDate JOHN ASA WRIGHT Print Contractor/Agent's Signature of -State of Florida Dqfe D. A CV1RK MY COMMISSION I FF 209108 EXPIRES: June 27. 2019 gmW tnro BWpd NdW 69 te1 Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 5a Electrical Ej Mechanical y Plumbing[' Gas Roof Construction Type: f P Occupancy Use: (Z3 Flood Zone: Total Sq Ft of Bldg: 71li I Min. Occupancy Load: 14 # of Stories: 2- New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures Z2 Fire Sprinkler Permit:. Yes No 9 # of Heads APPROVALS:.40NING (l0 UTILITIES: It ENGINEERING: V%k_t FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. I.{g 010 MP Sav'a ?46X , GcL Fire Alarm Permit: Yes No ka WASTE WATER: BUILDING: 44_r 3' ZG • /$ Revised: June 30, 2015 Pamit Application CITY OF SANFORD I - ; +`" 'W BUILDING & FIRE PREVENTION PERMIT APPLICATION p Application No: - 9a BY Documented Construction Value: S 173 1 1 0 Job Address: %2-Gd E4wJa-&-4 Historic District: Yes No X Parcel ED: o?( •19-30-516 -0000- i(W 0 Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORN BROOK PHASE LOT NUMBER: -I& Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne PermitsPermitsPermit om 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 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 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 applical le to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the, time the permit is issued, in w 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 andI,, zoning. i w C Si lure of Owner/Agent Da Print of Notary -State r ru MY COMMISSION t FF 209108 4%,v Ix EXPIRES: June 27, 2019 gadTentBtdptlNotary Owner/Agent is YM Personally Known to Me or Produced ID N/A Type of ID I gnature of Contractor/Agent I JOHN ASA WRIGHT Print Contractor/Agent's I / Signature of -State of Florida i D / N`r ru D. A C1ARK MY COMMISSION Il FF 209108 EXPIRES: June 27, 2019 W*d iWIMpot Notary 65ft Contractor/Agent is YES Personally Known to Me or Produced ID -NIA-- Type of ID I 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 i Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ,ZONING: UTILITIES: Z ENGINEERING: FIRE: WASTE WATER:' BUILDING: COMMENTS: i Revised: June 30, 2015 Permit Application PR0 ' City of Sanford Planning and Development Services Engineering — Floodplain Management ' I Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive I City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitsperm tspermits.com Property Address: 508 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. i Parcel identification Number: 21-19-30-510-0000-1640 Phone Number: 407-629-0077 Email: i 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 4360i) OFFICIAL USE 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 The parcel is not in the: N floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-929 Reviewed by: Michael Cash, CFM Date: March 1, 2018 0 0 Application for Right -of -Way Use for Driveway,Walkway & Landscape O R I D y p 1877 _, Department of Planning & Development Services www.serrfonif .9ov 300 North Park Avenue. Sanford. Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the 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 pr vided or application could be delayed. I 77M"AW64rb j'/ rtee..bllbelow J± (fir [Q Catiberoroyoudty 1. Project Location/Address: 2. Proposed Activity: Driveway Walkway F1 Other: 3. Schedule of Work: Start Date t+ Completion Date Emergency Repairs 4. Brief Description of Work: G2lNMAY Age#o SAe r Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of rig*of+vay adjacent thereto. Requestor may, With written City authorization, remove said Installatlon/Improvemenl fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, utilities, stomrwater facilities, orany general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such fact ilies are In the public Mlit-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costa and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeaq, resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the Citys right-of-way. I have read and understand the above statementand by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related tD this application as required by the city's adopted Fee Resolution. ASignature: Date: _` This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Septomper 2010 ROW use SCPA Parcel View: 21-19-30-510-0000-1640 r http://parceidetaii.scpafl.org[ParceiDetailinfo.aspx?P] D=2119305100... R CIA PAP es.+orsooum, rior+ox Parcel Information Parcel: 21-19-30-510-0000-1640 Property Address: 508 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-1640 Owner TAYLOR MORRISON OF FL INC Property Address 508 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description E ROOKE PHASE 4 GS 70-71 Taxes Value Summary 2018 We Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value L Depreciated EXFT Value Land Value (Market) Land Value Ag ~ 40,000 JustlMarket Value " 40,000 Portability Adj Save Our Homes•Adj 0 Amendment 1 Adj 0 P&G Adj 0 Assessed Value I $40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Taxing Authority Assessment Value Exempt Values County General Fund 40,000 0, Schools 40,000 City Sanford 40,000 0 SJWM(Saint Johns Water Management) I $40,000 0 i County Bonds 40,000 0 Sales Description I Date I Book I Page I Amount I Qualified No Sales 1 of 2 2/19/2018, 11:35 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 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 i 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Addrecc• 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 Min Max Inspection Description 10 Plumbing UnderjEound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 is CITY OF SANFORD Q BUILDING, B, IRE'PREV ENTION P:ERMIT°APPLICATION Application No: Documented Construction Value: $ Job Address: '.50% I ese- Lr\ Historic District: Yes No Parcel ID: Resident tiato Commercial Type of Work: New Addition Alteration Repair Demo Change of Use 4 Move Description of t (i Plan Review Contact Person:'N Di-J I 'f[p,YS I- Title: Phone: _'1-rj S ood Fax:OZ->5- -385.3 Email: Property Owner information Name Phone: AA - Street: 26I1l.C,n...U6•e3 . _. r. _ Resident of property? : A City, State Zip:J VIQ Al. Qpa YYC Coritrar Information Name l-7' 1 ... G. '1-t Phone:• `- - 7 5 Street: TSC-0 Fax: 1401- AZ.- al?53 City, State Zip: t..(, ` State License No.: Nt)3 Architect/Engineer information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5u' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NBC : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with p11 applieablelaws regulaft construction and zo ' g. Signature of Owner/Agent Date Print OwnerlAgent's Name Signature of Notary -State of Florida Date Sigoadue Name CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 T, I N071;9"153 Fb;d3"0WgS* =.com I Owner/Agent is Personally Known to Me or Contractor/,Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[:] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: . BUILDING: Revised: June 30, 201 S Permit Application IW fl!lN. Wlx.l IW! lWl 11t•itll r 1 MI. au O.ww DI•. w.`.a. n..•V. n. Iwa a...•. VUL.w.•r wow. •.. ••r t.r.rr•M seem rr P•tlLar• tmw Ww.r IY•riaw Itit a.rw.rWOrr tq•n [w.wti I...r.... 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Y t!Y rVr tP •Yq%w)..'JN14 C rrW r .. .•:..ewlu..•.•_nP rr Ltl SJ a_ IYr4•••._ llLrY rL.`K•f [PtLDOCi t:INr:1 wY' •••• ....... .N..I. t.. _ IA IS wtt I01.)•. i[rNIWPO V^' 'ni Y m:P•:1 a 1. f CtMI U6Mu. r etlMwa101b SP17^T..'}i 11 61wN i.. 1!! tlJ7 InX IUaI••r t61al.i.pZ WRT9i.a6\ tJ W.Y•It fJ:r :n. .. r••l..•r.1.•J4. r:• Ir s IN rlYl w1w. tr 11 :!•a• CITY OF SANFORD BUILDING 8i FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction N%alue: S Lot 2()o t; ) Job Address:Historic District: Yes No U Parcel ID: Residential Commercial Type of Work: New D Addition Alteration Repair Demo Change of Use Nlove jj I Description of "i''ork: I I (, Khv l R 1 I . (1' !/j c Tei^ I(, T i1 1^i lLl 1 Eal- 11 1ir 11, Imo , C ° v i, . mac J o Plan Review Contact Person: Title - Phone: Fax: Email: Property Owner Information Name (]V h' Phone: IF i Street: Resident of properh•?' City, State Zip: Contractor Information r4-:7 Phon Street: _UAJ Fax: City, State Zip: 1! , r -7 7 1 State Architect/Engineer Information acne: Phone: 1 I Street: Fax: I City, St, Zip: E-mail: Bonding Company: Lender: address: Address: NVAPNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT .NI.-kNjRESULT IN YOUR PAYING TNVICE FOR INIPROVE-IENTS TO YOUR PROPERTY. A NOTICE OF CO>LAIENGENIENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT NCITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDfNG OUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicaied. 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 la vs relwlatirg 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. FCC 10-5.3 Shall be inscribed wit It the date of application an(It lie code in effect as of that date::' Edition (2014) rlorida Building Code P,:vi:cd. Jun: Sfi.20i3 Pcrmit.an; ilcapon 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 cowity, and there may be additional peanuts 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 properry 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 acrual construction Value, credit will be applied to your permit fees when the permit is issued. OWNEWS AFFIDAVIT: i certify that all of the foregoing information is accurate and that all NVork Nvill be done in compliance with all applicable laws regulating construction a ng. Si=rure of Otto?r'.A¢ent Daie rim Owne:•Aetnt's Name Sien:irure of Notaryswe of Florida Dai: Owner/Agent is Personally Kno\+'n to Me or Produced iD Type of iD si Dat: ll Simta:ur. . : ie of Flond3 Date STEPHANIE RALLO Commission # FF 175017 71 Expires November 9, 2018 i1P... (bbodlNuT buu.ne.EODJEs10t0 Contractor/As ni is Personally Kno\rn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 'Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: eta- Construction: Electric - z of Amps Lin. Occupancy load: Fire Sprinkler Permit: Yes \io - of Heads APPRONrALS: ZO'!\'I\G: E\GfNtEER.t.\-G: COWNTE\TS: UTILITLES: FIRE: r of Stories: Plumbing - - of Fixtures Fire :harm Permit: Yes \o VASTE WATER: BLIILDTNG: H.etisld: !one A. 2015 ?:rut Appkation 10 SUBDIVISION.• r 1 Grky d l9 CITY OF SANFORDAPR1tJ' BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18_9 2 C1 Documented Construction Value: S N WIQS Job Addresss: U Kf 7 L( ^q - Historic District:, Yes [I No Parcel ID: I T 1 UL4 Residential o Commercial Type of Norte: New Addition Alteration Repair Demo Change of Use Move Description of Norte: NEW RESIDENTIAL PLUMBING Plan Revic%v Contact Person: Title: Phone: Fax: Email: Property Owner Information Name b Phone: Street: 0 Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426502 Arch itecUEngineer Information Name: Sheet: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILIIRE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, Yells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sludl be inscribed with the dole or application and the code in erfect as or that date: 5" Edition (2014) Florida Building Code Revised: hme 30.2015 Permit Apphctaion 4r, N NOTICE: In addition to the requirements ol'th s 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 en' ities such as water management districts, state agencies, or federal agencies. Acceptance ol'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I The City of Sanlbrd requires payment of a plan review lice 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 theltime 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: 1 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. i 6tt l Q r (C7 Signature of Owner/Agent Date Signature of C tractor/Agent [;.I,) Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature orUntnry-State of Florida Contractor/Agent is Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY 100 Bate`\`q\\U\1 111111YL EXPIRES GEORGIA AM M!e2pjo Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof t Construction Type: Occupancy Use: Flood Zonc: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:; New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Plumbing - # of Fixtures Fire Alarm Permit: Yes f No WASTE WATER: I FIRE: BUILDING: i Revised: June 30, 2015 Permit Application r 1 When Buildings Talk. We Listen FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 'rlfke j 4q Builder Name: , I rVISo+) Street: ,- d 6 ged Ase lAn a Permit Office: i City, State, Zip: n r4 f (, 3 Z*7 Permit Number: Design Location: , ho f b o0 e Jurisdiction: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 5616 FLOW: SS6 Leakage Characteristics CFM ( 50): 131 9 Pass Fail ACH( 50): 3,95 R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of`not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 Where required by the code official, teslting shall be performance results demonstrate compliance with conducted by an approved third -party. A written report of Florida Energy Code requirements in accordance with the test results shall be signed by the third party section R402.4.1.2 L conducting the test and provided to the code +official. SIGNATURE: PRINTED NAME- %(4b E G/'Gn 1 J-/- BUILDING OFFICIAL: DATE: S Mp1 DATE: I Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. I I Florida Building Code Duct Leakage Results Builder: Tr So/1 J V d r ao FQ Lot #: j Z qNeighborhood: I` 61- Address: O City: 544 State: Square Footage: Z138 F'L Permit M 18-9,2 Stage of Construction for Test Rough in with Air Handler n Rough in no Air Handler INPost Construction Duct Leakage Test Results: Duct Leakagerequirement: % percent reP q System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 37,5 Z138 2 3 4 5 Pass Fail Rating Company: Skye ecO Inspection Date: q / 8 be 7/ Rater Name: 6 G 4'T Rater Signature: tv 0 IL S kyelme c The Energy Code Experts 9570 Regency Square -Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com er #cate of dam 0' gas mccessfiffy completed the TW Inspector Training Course as of 9/18/2015 s gnaticrre of Education a 7mirang Kanager sigratm of Oirectorof Operations RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 164ThornbrookeSantaRosaGLN Builder Name: TAYLOR MORRISONJStreet: xxvlr .Q,wri City, State, Zip: FL, 'y( Permit Office: Permit Number: 8 2 9 Owner: Jurisdiction: 15 0 vDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) E 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sgfl.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1098 20 ft' 3. Number of units, if multiple family 1 c Frame -Wood, Adjacent R=13 0 231.00 f' 4. Number of Bedrooms 4 d. N/A R= it, 10. Ceiling Types (1277 0 sgft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=30 0 1277.00 ft' 6. Conditioned floor area above grade (ft') 2138 b. N/A R= fl' Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= f1' R ff' 7. Windows(336.7 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.67 ft' SHGC: SHGC=0 31 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF.8.50 SHGC- Area Weighted Average Overhang Depth: 2.521 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b Raised Floor R=19.0 78.00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 64.00 PASS Total Baseline Loads: 68.96 1 I hereby certify that the plans and specifications covered by Review of the plans and F HE STq this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates S4""^ calculation compliance Uk with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: - 2/-1.0/.1.8 this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. ly OCADwiththeFloridaEnergyCode. WE OWNER/AGENT: ----- ----- -- -- . DATE: BUILDING OFFICIAL: - - - -- - DATE: ZG Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/10/2018 10.58 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Loll 64ThornbrookeSantaRos Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area- 2138 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: I CLIMATE i V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2 5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 i 44 Medium BLOCKS i Number Name Area Volume 1 Blockl 2138 19669.6 SPACES I Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 78 W 19 0 0 1 2 Floor over Garage Main 42 fl7 19 0 0 1 3Slab-On-Grade Edge Insulatio Main 117.6 It 0 1157 It" 0!34 0 0.66 ROOF Roof Gable Roof Solar SA Emitt Emill Deck PitchJ # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 it° 320 fl7 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 fl= N N 2/10/2018 10 58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1277 ft' 0.11 I Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below v # Omt To Wall_T.ype Space R_Value-Et_In-EI-In Area-R Value-Eraclion-Absor.-Grade%- 1 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 I 2 S Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 i 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft= 0 0 0.6 0 5 NW Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 ft' 0 I 0 0.6 0 6 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 1 0.23 0.6 0 7 N Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 ft' 0 ; 0 0.6 0 8 E Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 9 E Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood Main None 25 3 1 8 24.7 ft' 2 Wood Main None 25 2 10 18 22.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. i Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Inl Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft0 in 1 ft0 in None None 3 S 2 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 9 ft 0 in 0 ft 0 in I None None 4 S 2 Vinyl Low-E Double Yes 034 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 5 W 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 It 0 in 1 ft 0 in None Exterior 5 6 W 3 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 It 0 in 1 ft 0 in None Exterior 5 7 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 8 N 6 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 9 E 8 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft0 in 1 It 0 in None Exterior 5 10 E 9 Vinyl Low- E Double Yes 034 0.31 N 39.1 ft' 1 ft0 in 11 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 It 8 ft 1 1 2/10/2018 10.58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION 1 Scope Method SLA t CFM 50 ELA EgLA ACH iCH 50 1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678 1 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr it 1 sys#1 COOLING SYSTEM t i System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 I sys#1 HOT WATER SYSTEM I System Type SubType Location EF Cap Use Se1Pnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM I FSEC Cert # Company Name Collector System Model # Collector Model # Area I Storage Volume FEF None None fV DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) ( 1 1 TEMPERATURES Programable Thermostat: Y Coolingf Jan (] Feb [ j Mar HealinXJan XFeb XMar Venlin l[ ] Jan l[ ]) Feb l[X1) Mar Ceiling Fans: APr I MaY [ ] Jun () Jul l 1 Aug ] Sep j j Apr r[ Ma [X] Jun [[X]] Jul r[X] AugX] Sep JAX] A r [ Ma [ ] Jun [[ JJ Jul [ Au ] Sep Oct Nov Oct X Nov Oct X Nov f Dec XDec Dec 2/10/ 2018 10: 58 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 110 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 178 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 f 2/10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (1,EPL) DISPLAY CARD, ESTIMATED ENERGY PERFORMANCE INDEX* = The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor C. other (see details) FL, New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2138 b. N/A Area c. N/A 272.67 ftT 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 ft= 12. Cooling systems ft° a. Central Unit ft' 2.521 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 78.00 W R= 42.00 ft7 I i I I Insulation IR= 13.0 R=11.0 R=13.0 IR= Insulation R=30.0 R= R= I kBtu/hr 42.0 Area 1377.00 ft' 1098.20 ft' 231.00 ft' 02 Area 1277.00 ft° ft' ft' R ft° 6 427.6 Efficiency SEER:15.00 1 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump i 42.0 HSPF:8.50 14. Hot water systems a. Electric Cap: 50 gallons I EF: 0 95 b. Conservation features i None i 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ Date: 6 It Address of New Home: S() )901rC La-City/FL Zip: 4^, izr Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/10/2018 10-58 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot164ThornbrookeSant... DEL --AIR p p Date: 6/4/2014 NUMB CONNM D G Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax. 407.333.3853 Web WWW.DEL-AIR COM Project• • For: TAYLOR MORRISON Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30618 Btuh Entering coil DB: 77.3°F Outdoor design WB: 76.3°F Latent gain: 5868 Btuh Entering coil WB: 63.60F Indoor design DB: 75.0°F Total gain: 36485 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230•++TDR Actual airflow: 1450 cfm Sensible capacity: 33208 Btuh 108% of load Latent capacity: 6446 Btuh 110% of load Total capacity: 39655 Btuh 109% of load SHR: 84% Design Conditions Outdoor design DB: 41.7°F Heat loss: 26545 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39236 Btuh 148% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 103% of load Temp. rise: 17 OF Meets all requirements of ACCA Manual S. wrightsoR- 2018-Feb-10 11:03:30 A •-..- Right -Suite® Universal 2018 18.0 10 RSu24011 Page 1 eSaniaRosaGLN\Lo1164ThornbrookeSantaRosaGLN rup Calc = MJ8 House laces: N Component ConstructionsfQDEL-AIR t11Ai1NB•wnC011111rtONDIB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD_ FL 32771 Phnne 407.333.2665 Fax* 407-333.3853 Web WWW.DEL-AIR COM r vr. Inr w" rvrvnnrvvry Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int insh, 2"x4" wood firm, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int insh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int insh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" wood Irm, 16" o.c. stud Job: Lot 164ThornbrookeSant... Date: 6/4/2014 By-i FJF Heati 1.5, Simplified Average, 0 Cooling 75 18 50 46.4 Or Area U-value Insul R Htg HTM I Loss Clg HTM Gain hM Btuh/IP••F ha-•FBWh BWh/nr Btuh BWhtW BWh n 240 0.091 13.0 2.58 618 2.34 562 e 374 0.091 13.0 2.58 962 2.34 875 s 200 0.091 13.0 2.58 515 2.34 469 w 398 0.091 13.0 2.58 1024 2.34 931 all 1211 0.091 13.0 2.58 13119 2.34 2838 n 47 0.095 7.5 2.69 125 1.67 78 e 330 0.095 7.5 2.69 I886 1.67 550 s 158 0.095 7.5 2.69 424 1.67 263 w 341 0.095 7.5 2.69 I916 1.67 568 nw 28 0.095 7.5 2.69 176 1.67 47 all 903 0.095 7.5 2.69 2427 1.67 1505 n 25 0.032 30.0 0.91 i 23 2.38 59 208 0.091 13.0 2.58 536 1.44 300 Windows 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl firm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft e sep.); 6.67 It head ht s s w all 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 1 If overhang (6.3 It window ht, s 11.67 ft sep.), 6.67 ft head ht all 2A-2omd- 2 glazing, clr low-e ouir, air gas, mtl no brk Irm mat, clr innr, s 114" gap, 1/8" thk; NFRC rated (SHGC=0.32), 9 ft overhang (8 ft window ht, 0 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 45 0.340 0 9.62 30 0.340 0 9.62 40 0.340 0 9.62 15 0.340 0 9.62 160 0.340 0 9.62 39 0.340 0 9.62 58 0.340 0 9.62 97 0.340 0 9.62 64 0.580 0 16.4 6 0.340 0 9.62 289 433 289 365 144 1540 37,4 5611 935 1050 12.4 373 35.7 1608 12.6 378 12.6 505 35.7 536 21.2 3400 35.7 1388 13.9 811 22.6 2199 16.8 1078 35.7 214 wrightsoft' R ht-Suite® Universal t8 0 t0 RSU240tt 2018-Feb-10 11 03.30 AC 9 Page t eSantaRosaGLN%LoIt64ThornbrookeSanlaRosaGLN rup Calc = MJ8 House laces: N 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 9 0.340 1/8" thk; NFRC rated (SHGC=0.31); 1 fl overhang (4.2It window hl, 11.67 ft sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type nw 25 0.390 n 23 0.390 all 47 0.390 Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1277 0.032 gypsum board ini fnsh Floors 20P-191: Fir floor, frm fir, 12" Ihkns, r-19 cav ins, amb ovr 78 0.050 20P-191: Fir floor, Irm fir, 12" Ihkns, r-19 cav ins, gar ovr 42 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 9.62 88 35.7 325 0 11.0 272 12.0 296 0 11.0 250 12.0 272 0 11.0 522 12.0 568 30.0 0.91 1156 1.74 2216 19.0 1.41 110 0.71 55 19.0 1.41 I 59 0.71 30 0 28.0 i 3291 0 0 I wrightSO— Righl-Suile® Universal 2018 18.0 10 RSU24011 2018-Feb-10 1 Page32 Cp. 9 eSanlaRosaGLN\Lo11647hornbr0okeSanlaROsaGLN rup Calc = MJ8 House laces. N 1 DEL -AIR Project Summary Job: Lot164ThornbrookeSant... 1 7 Date: 6/4/2014 lolMO- AIR CONDIMMMS Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax, 407.333-3853 Web: WWW.DEL-AIR.COM , For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 2/21/17 JA REDLINE 11-2-17 JA LS 11/14/17 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19638 Btuh Ducts 6906 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26545 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating cooling Area (ft2 213g 2135 Volume ()ft3) 22293 22293 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 152 78 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-042-230-19 AHRI ref 10258591 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.5 HSPF 42000 Btuh @ 470F 1450 0 cfm 0.055 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 27292 Btuh, 100 AFUE I Summer Design Conditions Outside db 93 OF Inside db i75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 2007,5 Btuh Ducts 10543 Btuh Central vent (0 cfm) 10 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 30618 Btuh Latent Cooling Equipment Load Sizing Structure 3654 Btuh Ducts 2214, Btuh Central vent (0 cfm) 0, Btuh none) Equipment latent load 5868 Btuh Equipment Total Load (Sen+Lat) 364851 Btuh Req. total capacity at 0.75 SHR 3.41 ton Cooling Equipment Summary Make Lennox ' Trade MERIT Cond 14HPX-042-230-19 Coil CBA27UHE-042-230'++TDR AHRI ref 10258591 Efficiency 13.0 EER, 15 SEER i Sensible cooling 31500 Btuh Latent cooling 10500 Btuh Total cooling 42000 Btuh Actual air flow 1450 efm Air flow factor 0.047 efm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. pp- wr1l9hts43,ft- 2018!Feb-1011 03.30 1 .......-•---- Right-Suile® Universal 2018 18.0 10 RSU24011 Page 1 ACC0%...eSanlaRosaGLN\Lo1164ThornbrookeSantaRosaGLN rup Calc . MJ8 House laces, N g RDEL--AIR Right-JO Worksheet 0 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax. 407-333.3853 Web: WWW.DEL-AIR COM Job: Lot 164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 If 9.2 It 2434.5 fiz family rm 32.0 It 9.3 It heal/cool 15.0 x 17.0 If 255.0 ft2 Ty Construction number U-value BluWflx•F) Or HTM BluWfl Area (I12) or perimeter (ft) Load Bluh) Area (fl2) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12,44 270 30 240 0 618 289 562 373 0 0 0 00 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 47 47 125 78 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 25 25 23 59 0 0 0 0 11 y/ I-G 12C-0sw 2A-2ov 0 091 0 340 a e 2.58 962 2.34 35.73 419 45 374 0 962 433 875 1608 0 0 0 0 0 0 0 0 y/ G 13A•7.5ocs 2A•2oy 0.095 0.340 a a 2.69 9.62 1.67 35.73 369 39 330 0 886 374 550 1388 159 0 159 0 426 0 264 0 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 12,61 12.61 270 30 40 200 26 35 515 289 385 469 378 505 0 0 0 0 0 0 0 0 0 0 0 01( C 13A•7.5ocs 2A-2omd 2A-2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 1392 280 64 58 158 64 0 424 1050 561 263 1078 811 140 64 0 76 64 0 204 1050 0 127 1078 0G' v C 12C-0sw 2A-2ov 2A-20v 0,091 0.340 0 340 w w w 2.58 962 9 62 2.34 35.73 35.73 419 6 15 398 0 0 1024 58 144 931 214 536 0 0 0 0 0 0 0 0 0 0 0 0 yl t--G..2A 13A-7.5ocs Zov 0.095 0.340 w w_ 2.69 9.62 1.67 35J.3 350 9 341 0 916 88 568 325 0 n 0 0 0 o 0 Q Vj/ L-D 13A-7.5ocs 11 DO 0.095 0.390 nvv nw 2.69 11.04 1.67 11.99 53 25 28 25 76 272 47 296 0 0 0 0 0 0 0 0 T-DC 12C-0sw 11 DO 0.091 0.390 n 2,58 11.04 1.44 11.99 231 23 208 23 536 250 300 272 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.91 1.74 1277 1277 1156 2216 0 0 0 0 F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 2OP-191 0.050 1.41 0.71 42 42 59 30 0 0 0 0 F 22A-1 Q,9 27.99 9,Q0 1t58 118 29t 0 255 8_9.6 Q 6 c) AED excursion 0 125 Envelope losstgain 14912 147881 2577 1344 12 a) Infiltration b) Room ventilation 4726 0 1497 0 564 0 179 0 13 Internal gains: Occupants @ 230 Appliances/olher 6 1380 2410 4 920 0 Subtotal (lines 6 to 13) 19638 20075 3141 2443 14 15 Less external load Less transfer Redstnbution Subtotal Duct loads 35% 53% 0 0 0 19638 6906 0 0 0 20075 10543 28'/0 1 39%o 0 0 0 3141 890 0 0 0 2443 962 Total room bad Au required (cfm) 26545 1450 30618 1450 1 1 4031 220 3405 161 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i F wrigF tso1R!- 2018-Feb-1011.03:30 AC*' Righl-SudeO Universal 2018 18.0 10 RSU24011 Page 1 eSantaRosaGLN%Loll64ThornbrookeSantaRosaGLN.rup Calc a MJ8 House laces: N 1' DEL -AIR runnm. = cmmnamro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407-333.3853 Web WWW.DEL-AIR COM Job: Lot164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr rm 29.0 It 9.3 It heal/cod 15.0 x 14.0 It 210 0 IV mstr b1h 11.5 11 9.3 It heavcool 1.0 x 91.0 II 91.0 II= Ty Construction number U-value BlulvllZ•F) Or HTM BIu1Ult7) Area (Ili) or perimeter (II) Load Bluh) Area (Il2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VIl G 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 n 0_91 2.38 25 25 23 59 0 0 0 0 11 VGC 12C-Osw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t_C 13A-7.5ocs 2A-2ov 0.095 0.340 a a 2.69 9.62 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v 0.091 0.340 Q340 s s s 2.58 9.62 962 2.34 12.61 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl C 13A-7.5ocs 2A-2omd 2A-20v 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 13.92 140 0 58 82 0 0 220 0 561 136 0 811 0 0 0 0 0 0 0 0 0 0 0 0 V C 1--f 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0 340 w w w 2,58 9.62 9,62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G..2A_2ov 13A-7.5ocs 0.095 0.340 w w_ 2.69 9.62 1.67 35J.3 131 n 131 0 351 O 218 0 107 0 107 0 288 0 179 0. Vj/ 0 13A-7.5ocs 1ID0 0.095 0.390 nw nw 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 1-D 12C•Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 it. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0 91 1.74 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0 050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tot 27.99- 9QQ 21Q 29 12 0 91 12 0 6 c) AED excursion 20 12 Envelope loss/gain 1966 1244 610 167 12 a) Inldlrauon b) Room venldalion 559 0 177 of 203 0 64 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2525 2251 813 231 14 15 Less external load Less transfer Redistribution Subtotal Ducl bads 1 281/6 1 39^/ 1 0 0 0 2525 715 0 0 0 2251 886 281/6 1 399/0 0 0 0 813 230 0 0 0 231 91 Total room load Air required (clm) 3240 177 3137 149 1 1 1044 57 322 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF+CsoP!- 2018-Feb-1011.03:30 4G A Righl-Suite® Universal 2018 18.0.10 RSU24011 Page 2 eSanlaRosaGLN%Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N DEL -AIR KAM • oor nmmw Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 6.0 It 9.3 It heat/cool 6.0 x 60 It 360 f12 pwdr 10.5 If 9.3 It heal/cool 6.0 x 5.5 It 33.0 112 Ty I Construction ner U-value Bluh/It2-*F) Or HTM 8Iut1/112) Area (111) or perimeter (It) Load Bluh) Area (112) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 12C•Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 47 47 125 78 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 11 Y 12C-Osw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-(• 13A-7.5ocs 2A•2ov 0.095 0.340 a a 2.69 9.62 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•20v 2B_21v 0.091 0.340 0_340 s s s 2.58 9.62 9_1 2 2.34 12 61 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 2A-2omd 2A•2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 13.92 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0L -f 12C•0sw 2A-2ov 2A•2ov 0 091 0 340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 y/ Y-C. y/ L-D 13A•7.5ocs 2A:ZDv 13A-7.5ocs 11 DO O.IKJS 0.340 0.095 0 390 w w_ nw nw 2.69 9.62 2.69 11.04 1.61 35.73 1.67 11.99 56 O 56 0 151 93 0 51 9 42 0 113 88 70 325. 0 0 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 ILq 0 12C-Osw 11D0 0.091 0.390 n 2.58 11.04 1.44 1t. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-19t 0 O50 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 141 0.71 0 0 0 0 0 0 0 0 F 22/1-td Q. 27.E 0.00 36 6 1 _ 0 33 11 294 Q 6 c) AED excursion 351 1124 Envelope loss/gain 318 58 620 598 12 a) Inhllration b) Room ventilation 106 0 34 0 185 0 59 0 13 Internal gams. Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 424 691 806 656 14 15 Less external load Less transfer Reolstnbution Subtotal Duct bads 28% 391/6 0 0 0 424 120 0 0 0 691 272 281/6 39'/ 0 0 0 806 228 0 0 0 656 258 Total room bad Au required (clm) 544 30 964 46 1034 56 915 43 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFxtsoPt- 2018-Feb-10 11 03 30 AGC.P. ^- Righl-Suile® Universal 2018 18 0.10 RSU24011 Page 3 eSanlaRosaGLN\Lo1164ThornbrookeSanlaRosaGLN rup Cate a MJ8 House laces, N 1 DEL -AIR Right-J® Worksheet MAM-'°"°'"°''° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL32771 Phone: 407.333.2665 Fax.407.333-3853 Web WWW DEL-AIR.COM Job: Lot164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Roan name Exposed wall Room height Room dimensions Room area mstr we 0 11 9.3 11 heaVcool 3.5 x 6.5 fl 22.8 02 mstr wic 0 fl 9.3 II heal/cool 5.5 x 10.0 h 55.0 112 Ty Construction number U-value BtuldllZ•F) Or HTM 131 lt Area (112) or perimeter (h) Load 131uh) Area (I17) or perimeter (fl) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VN L- 12C-Osw 2A-2ov 0.091 0.340 n n 258 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2 38 0 0 0 0 0 0 0 0 11 Vj/ I_{ 12C-Osw 2A•2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl t-G 13A•7.Socs 2A•2ov 0.095 0.340 a a 2.69 9.62 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 2A•2ov 2B_21v 0.091 0.340 0.340 s s s 2 58 9.62 9.62 2.34 12.61 t26t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj! C 13A•7.5ocs 2A•2omd 2A-2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G' V/ C 12C-Osw 2A•2ov 2A_2ov 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 2A: 0.095 0.340 w w_ 2.69 9.62 1.67 35.73 1.67 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-O 13A-7.5ocs 11130 0.095 0.390 nw nw 2.69 11.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q L--O 12C•Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.91 1 74 0 0 0 0 0 0 0 0 F 2OP•19l 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F Ipl 27.99 U_00 23 0 0 0 55 0 Q Q 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appfiances/olher 0 0 5 0 0 5 Subtotal (lines 6 to 13) 0 5 01 5 14 15 Less external load Less transfer Redslnbution Subtotal Duct loads 289/6 0 0 0 0 0 0 0 0 5 2 28% 3911/6 0 0 0 0 0 0 0 0 5 2 Total room load Air required (clm) T399% 0 0 7 0 0 0 7 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoTt- 2018•Feb-1011 03.30 A Right•SuileO Universal 2018 18 0.10 RSU24011 Page 4 eSanlaROsaGLN\L01164ThornbrookeSantaROsaGLN.rup Calc a MJ8 House laces' N DEL -AIR lumna - onr co nmmw Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax, 407.333-3853 Web: WWW DEL -AIR COM Job: Lot164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 11 9.3 It heat/cool 15.0 x 10.0 11 150.0 112 kitchen 18.6 It 9.3 It heat/cool 1.0 x 305 0 It 305.0 111! Ty Construction number U•value BluNltz "F) Or HTM BIutU112) Area (112) or perimeter (11) Load Bluh) Area (II2) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 Vf12C-Osw C 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 1244 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A-30ad 0,032 n 0.91 2.38 0 0 0 0 01 0 0 0 11 Vy I.; 12C-:w 2A-2rnr 0.091 0.340 a e 2.58 962 2.34 35,73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t13A•7.Socs C 2M 0.095 0.340 a e 2.69 9.62 1.67 35.73 93 39 54 0 146 374 91 1388 117 0 117 0 314 0 194 0 12C-0sw 2A-20v 2B-21v 0 091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 1261 12&1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V I-f f 13A-7.5ocs 2A-2omd 2A•2ov 0.095 0.580 0.340 s s s 2.69 16.41 962 1.67 16.85 13.92 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 1---GG 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0,340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y-G..2A:2ov 13A-7.5ocs 0.095 0.340 w w_ 2.69 9.62 1.67 35.73 0 0 0 0 0 0 0 0 5 0 5 0 13 8 0 LV 13A-7.5ocs 11 DO 0 095 0.390 nw nw, 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 53 25 28 25 76 272 47 296 q D 12C-0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 231 23 208 23 536 250 300 272 C 16B-30ad 0 032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl Q 9tQ 27.99 00 150 1 260 30 19 go 0. C T 6 c) AED excursion 111 118 Envelope loss/gain 800 1589 1980 999 12 a) Infiltration b) Room ventilation 176 0 56 0 329 0 104 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 0 0 0 1200 Subtotal ( lines 6 to 13) 976 1875 2309 2303 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 1 28'/6 39/6 0 0 0 976 277 0 0 0 1875 739 28'/e 1 139W16 0 0 0 2309 654 0 0 0 2303 907 Total room load Au required (clm) 1253 68 2614 124 2963 162 3210 1520 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. i1 wrigF tsoT!- 2018-Feb-10 11 03 30 ACC A ......_'_' Right-Suile® Universal 2018 18 0 10 RSU24011 Page 5 eSantaRosaGLN\ Lo1164ThornbrookeSaniaRosaGLN.rup Calc = MJ8 House laces N RDEL-AIR Right-JO Worksheet MATT-1011 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 320 11 9.0 It heat/cool 150 x 170 It 255.0 02 rm 2 26.0 It 9.0 11 heat/cool 15.0 x 11.0 It 165.0 112 Ty Construction number U•value Btuh/112••F) Or HTM BIu1Vlt2) Area (112) or perimeter (It) Load Btuh) Area (112) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Y __[ 2A•2ovg1gw 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 11 y/ G 12C-Osw 2A•20v 0.091 0.340 a e 2.58 962 2.34 35.73 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 yL_G 13A-7.Socs 2A•2ov 0.095 0.340 a e 2.69 962 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 s s s 2.58 9.62 9.62 234 12.61 12&1 135 0 40 95 0 35 245 0 385 223 0 505 135 30 0 105 26 0 270 289 0 246 378 0 Vy - 13A-7.5ocs 2A-2omd 2A-2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 24.2ov 2A_2ov 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 232 0 0 1 C..24c2ov 13A-7.5ocs 0.095 0.340 w 2.69 9.62 1.67 35.7.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl D 13A-7.5ocs 11 DO 0.095 0.390 rw nw 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C•Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 255 255 231 443 165 165 149 286 F 2OP-191-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl tZ 27.. 99 0.00 0 0 0 Q 0 0 Q 6 c) AED excursion 55 41 Envelope loss/gain 1254 1474 1 963 1101 12 a) Infiltration b) Room ventilation 544 0 172 0 442 0 140 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1799 1646 14061 1242 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 144%, 679% 0 0 0 1799 789 0 0 0 1646 1100 44% 67^/ 0 0 0 1406 617 0 0 0 1242 829 Total room bad An required (clm) 2588 141 2746 130 2023 110 2071 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p}F wrigF tsoft- 2018-Feb-1011:03:30 cA - -- Right-SuileO Universal 2018 t8.0.10 RSU24011 Page 6 eSontaRosaGLN%LOI164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N 1 DEL -AIR rrtnwo • nw comIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone, 407-333.2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM Job: Lot164ThornbrookeSantaft Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 8.0 It 9.0 11 heal/cool 6.0 x 8.0 It 48.0 f12 bth 3 12.0 II 9.0 fl heat/cool 6.0 x 12.0 1t 72.0 112 Ty Construction number U•value BIuIVl12-*F) Or HTM BIuF f12) Area (112) or perimeter (11) Load Bluh) Area (fig or perimeter (it) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross WP/S Heat Cod 6 V/ C 12C•Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12,44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A•7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 1 t yl G 12C-Osw 2A•2ov 0.091 0.340 a e 2.58 962 234 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.5ocs 2A•2ov 0.095 0.340 a e 2.69 962 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B•21v 0.091 0.340 0.340 s s s 2.58 9.62 9.662 2.34 12.61 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 13A•7.5ocs 2A•2omd 2A-2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I__ G V)/ L-- GG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0_340 0.095 0.340 w w w w vv_ 2.58 9.62 9_62 2.69 9.62 2.34 35.73 35.73 1.67 35.73 72 6 0 66 0 0 170 58 0 155 214 0 108 0 0 108 0 0 278 0 0 253 0 0 13A-7.5ocs 2A.2nv 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.5ocs 11 DO 0 095 0.390 nw nw 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q L-a 12'- 11 D 0,091 0.390 n 2.58 11.04 1,44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 48 48 43 83 72 72 65 125 F 2OP-191 0.050 1,41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A- d M 27.99 O_0Q 0 0 0 0 0 0 Q 0 6 c) AED excursion 75 22 Envelope loss/gain 271 527 343 357 12 a) Infiltration b) Room ventilation 136 0 43 0 204 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 407 570 548 421 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 44% 679/6 0 0 0 407 179 0 0 0 570 381 44% 679/6 0 0 0 548 240 0 0 0 421 All Total room load Air required (clm) 586 32 951 45 1 143 788 703 33 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgF tsoPt- 2018-Feb-10 11 03.30 Right -Suite® Universal 2018 18 0 10 RSU240r1 Page 7 eSanlaRosaGLN%LOI164ThornbrookeSantaRosaGLN rup Calc = MJ8 House laces. N DEL --AIR mnlom • nn1 co nmmro Right-JO Worksheet Entire House DEL -AIR HEATING & AIR D01ON6531CODISCOWAY, SANFORD, FL 3277111hon4765 Fax 407.333.3853 Web: WWW.DEL-AIR COM Job: Lot IWhornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 33. 0 It 9. 0 It heat/cool 1. 0 x 161.8 It 161. 8 lit rm 3 wic 40 it 9. 0 f1 heat/cool 4. 0 x 5.0 It 20. 0 It= Ty Construction number U- value Stuh/ Ilz'F) Or HTM BIu1V112) Area ( htI or perimeter (fl) Load Btuh) Area ( 112) or perimeter (11) Load Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VN C 12C- 0sw 2A- 2ov 0. 091 0. 340 n n 258 9. 62 2. 34 12, 44 126 15 111 0 286 144 260 187 36 0 36 0 93 0 84 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 11 12C-0sw 2A- 2ov 0. 091 0. 340 n e 2. 58 962 2. 34 35. 73 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 yI Z 13A- 7.5ocs 2A- 2ov 0. 095 0. 340 a a 2. 69 9. 62 1. 67 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 20v 2B- 21v 0. 091 0. 340 0- Mg s s s 2. 58 9. 62 9_ 62 2. 34 12. 61 12& 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ E- G 13A- 7.5ocs 2A- 2omd 2A- 2ov 0 095 0. 580 0. 340 s s s 2. 69 16. 41 9. 62 1. 67 16. 85 13. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v C 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 0. 095 0 340 w w w 2. 58 9. 62 9. 62 2, 34 35. 73 35. 73 108 0 15 93 0 0 240 0 144 218 0 536 0 0 0 0 0 0 0 0 0 0 0 0 V1 2Ar2Dv t3A- 7.5ocs w w_ 2. 69 9. 62 1. 67 35- 73 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 t- D 13A- 7.5ocs 11130 0. 095 0. 390 rrw nw 2. 69 11. 04 1. 67 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C- Osw 11 DO 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0 91 1.74 162 162 146 281 20 20 18 35 F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 2OP-191 0.050 1.41 0.71 29 29 41 21 9 9 13 7 F 22A-td 0 W 2 09_O9 0 0 0 0 0 0 0 0 6 c) AED excursion 111 7 Envelope loss/gain 1274 1816 124 118 12 a) Inhllration b) Room ventilation 561 0 178 0 68 0 22 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1 1835 19941 192 140 14 15 Less external load Less transfer Redistribution Subtotal Duclloads 44% 67% 0 0 0 1835 805 0 0 0 1994 1332 44% 6796 0 0 0 192 84 0 0 0 140 94 Total room load Air required (clm) 1 1 2640 144 3326 158 1 1 276 15 233 11 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. Pk- wrGgFstsolFt- 2018-Feb-1011.03.30 4 _ t P • Right - Suite® Universal 2018 18.0.10 RSU24011 Page 8 eSaniaRosaGLN\ LoII64ThornbrookeSaniaRosaGLN.rup Calc = MJ8 House laces. N DEL --AIR Right-JO Worksheet NIXF °'°°' Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407.333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 164ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 11 9.0 It heat/cool 12.0 x 12.0 If 144.0 IF loll 10.5 II 9.0 11 heat/cool 150 x 10.5 11 157 5 II2 Ty Construction number U-value Bluh/I12-•F) Or HTM BIu1Vfig Area (II2) or perimeter (11) Load Bluh) Area (112) or perimeter (11) Load Bluh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 G 12c-Osw 2A•2ov0,340 0.091 n n 2.58 9.62 234 12.44 108 15 93 0 240 144 218 187 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0,91 2 38 0 0 0 0 0 0 0 0 11 VLG12C.0sw 2A-2ov 0.091 0 340 a a 2.58 9.62 2.34 35.73 108 15 93 0 240 144 218 536 95 30 65 0 166 289 151 1072 y/ t-C' 13A•7.5ocs 2A-Zov 0.095 0 340 a a 2.69 9.62 1,67 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C•Osw 2A-2ov 2B-2fv 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 12.61 12.6t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01----GG Vjl I-( 13A-7.5ocs 2A-2omd 2A•2ov 0.095 0.580 0.340 s s s 2.69 16.41 9.62 1.67 16.85 1392 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 I--G6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A.2av 13A•7.5ocs 0.095 0.340 w w_ 2.69 9.62 1.67 35.73 0 0 0 0 0 0 0 0 0 0 0 6 0. 0 0 V r D t3A-7.5ocs t1DO 0.095 0.390 nw nw 2.69 11.04 167 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL12C•Osw n 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.91 1,74 144 144 130 250 158 158 143 273 F 2OP-M 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP•191 0.050 1.41 0.71 3 3 4 2 0 0 0 0 F 22A-t 0.989 27.99_ 0.00 0 0 0 0_ 9 p 0. 6 c) AED excursion 75 76 Envelme loss/galn 902 1336 597 1573 12 a) Inliltralion b) Room ventilation 408 0 129 0 179 0 57 0 13 Internal gams' Occupants a 230 Appliances/olher 0 0 0 0 0 0 Sublolal (lines 610 13) 1311 1465 776 1629 14 15 Less external load Less transfer Rerislnbulion Subtotal Duct IoadS 44% 67% 0 0 0 1311 575 0 0 0 1465 979 44 / 67% 0 0 0 776 340 0 0 0 1629 1088 Total room load Air required (clm) 1886 103 2444 116 1116 61 2718 129 Calculations awroved by ACCA to meet all reouirements of Manual J 81h Ed. wriglrtsott- 2018-Feb-1011:03:30 AGG Righl•SuileO Universal 2018 18 0 10 RSU24011 Page 9 eSanlaRosaGLN1Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N DEL-AIR NUM • 11HO co namro Right-JO Worksheet Entire House DEL -AIR HEATING 8r AIR 531 CODISCO WAY, SANFORD, FL 327711 PhND4071O3-2665C'Fax 407-333.3853 Web WWW.DEL-AIR COM Job: Lot IWhornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stars 3.5 It 9.0 It heat/cool 1.0 x 253.5 It 253.5 Its Ty Construction number U-value Bluh/11z.°F) Or HTM Btuh/1t2) Area (II2) or perimeter (11) Load Bluh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 VIl 1 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 W 16A-30ad 0.032 n 091 2.38 0 0 0 0 11 V)/ G 12C-Osw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 0.095 0.340 a e 2.69 962 1.67 35.73 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B_21v 13A-7.5ocs 2A-2omd 2A-20v 0.091 0.340 0.340 s s s 2.58 9.62 9_62 2.69 16.41 9.62 2.34 12.61 12_61 1.67 16.85 13.92 0 0 0 0 0 0 0 0 0 0 0 0 y/ 0.095 0.580 0.340 s s s 0 0 0 0 0 0 0 0 0 0 0 0iI--GGI v F-C C 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.69 9.62 2.34 35.73 3_5.73 t.67 35.73 32 0 0 32 0 0 81 0 0 74 0 0 2A:2ov 13A-7.5ocs 6A95 0.340 w w_ 0 0 0 0 6 0 0 0 y/ D 13A-7.5ocs t1DO 0.095 0.390 nw, nw 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 112C-Osw Z 11DO 0.091 0.390 n 2.58 11.04 1.44 1199 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 091 1.74 254 254 230 440 F 2OP-191 0.050 1.41 0.71 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 F 22A-td 0.989 27.99 U_QO Q 0 Q 0 6 c) AED excursion 26 Envelope loss/gain 311 488 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 370 507 14 Less external load Less transfer Redistribution Subtotal Duct loads 44% 67% 0 0 0 370 162 0 0 0 507 339 r Total room load Air required (clm) 533 29 845 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF°lsoFt- 2018-Feb-1011:03:30 ACCA. Right-SuileO Universal 2018 18.0 10 RSU24011 Page 10 eSaniaRosaGLN\Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces. N 1' DEL -AIR Duct System Summary HUMS - M cotmm m1e Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM For: TAYLOR MORRISON External static pressure Pressurelosses 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 0.162 in/100ft 1450 cfm r Job: Lot 164ThornbrookeSant... Date: 6/4/2014 By FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2OI 0.120 / 0.120 in H2O 0.162 in/100ft 1450 cfm 149 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 blh 2 c 951 32 45 0.308 4.0 Ox 0 VIFx 8.0 70.0 b1h 3 h 788 43 33 0.293 4.0 Ox 0 VIFx 12.0 170.0 dining rm c 2614 68 124 0.176 6.0 Ox 0 VIFx 41.3 95.0 st3 lamily rm h 4031 220 161 0.162 8.0 Ox 0 VIFx 53.5 95.0 st3 kitchen h 2963 162 152 0.185 7.0 Ox 0 VIFx 34.6 st3 IDII c 2718 61 129 0.232 7.0 Ox 0 VIFx 18.5 195.0 185.0 st2 mslr blh h 1044 57 15 0.197 5.0 Ox 0 VIFx 22.7 199.0 SO mslr rm h 3240 177 149 0.185 8.0 Ox 0 VIFx 30.6 99.0 St4 mstr we c 7 0 0 0.193 4.0 Ox 0 VIFx 25.2 I99.0 St4 mstr wic c 7 0 0 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4 open to below -A h 2588 141 130 0.220 7.0 Ox 0 VIFx 24.1 85.0 st2 pwdr h 1034 56 43 0.178 5.0 Ox 0 VIFx 39.6 95.0 st3 rm 2 h 2023 110 98 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2444 103 116 0.212 7.0 Ox 0 VIFx 28.0 65.0 st2 rm 3 wic h 276 15 11 0.216 4.0 Ox 0 VIFx 26.1 65.0 st2 rm 4 c 3326 144 158 0.264 7.0 Ox 0 VIFx 20.8 70.0 stars c 845 29 40 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 964 30 46 0.189 4.0 Ox 0 VIFx 28.2 99.0 St4 W rightsoft" 2018-Feb-10 11:03 31 It;. .-,M . Right-SmleO Universal 2018 18 0 10 RSU24011 ; Page 1 AC0' ..eSanlaRosaGLN%LoII64ThornbrookeSantaRosaGLN.rup Calc = MJ8 House laces, N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk s11 Peak AVF 264 210 0.185 484 10.0 0 x 0 VinlFlxI st2 Peak AVF 320 386 0.212 491 12.0 0 x 0 VinlFlxI st4 Peak AVF 264 210 0.185 484 10.0 0 x 0 VinlFlx st1 st3 Peak AVF 507 480 0.162 646 12.0 0 x 0 VinlFlxi Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) IMatl Trunk rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx wrightsoft- Righl-Sude® Universal 2018 18.0.10 RSU24011 ACC%..eSantaRosaGLN%Lo1164ThornbrookeSantaRosaGLN.rup Calc = MJ8 House laces: N 204Feb-10 11 03 31 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 164ThornbrookeSantaRosaGLN Builder Name: TAYLOR MORRISON 1 Street: Permit Office: i City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando 1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be installed in the building P9envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. l Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to lunconditionedatticspacesshallbesealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial lcontact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation s l, all be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of Door framing and extends from the bottom to the top of all perimeter ',floor framing members. ; Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of Door insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and Due shafts opening to I exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulationithat on installation readily conforms to the ,available cavity spaces. i Garage separation Air sealing shall be provided between the garage and conditioned spac as. I Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly tolfit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to avail i ble space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers ar d tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -Door or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 2/10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation ! Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: i i D This checklist i O A Form R405 report that documents that the Proposed Design complies with Section i R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual ' completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) i O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 2/10/2018 10:51.29 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ! Envelope Leakage Test Report Performance Method Project Name: Loll 64ThornbrookeSantaRosaGLN Street. City, State, Zip: FL, Design Location: FL, Orlando Cond Floor Area-: 2138 sq.R. Envelope Leakage Test Results Regression -Data: C: n: R: Sinole or Multi Point Test Data Builder Name- TAYLOR MORRISON Permit Office: Permit Number, Jurisdiction: 691500 Cond. Volume, 19670 cu It HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Cha Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : stics Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this budding. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. I` R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding`? air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the 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 weathe"Ptripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: --- -- - 2/10/2018 10.58 AM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods FADDRESS: Permit Number. FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract forlboth 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 plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance;with the requirements of Sections R402.4.1 through R402 4 5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402 4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Healing and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -filling doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 2/10/2018 10.58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1 2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gaskeled and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. j 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All rec dssed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. . SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heallshall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9 2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined; in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or oth` noise sealed during the test. Poslconstruclion test: Total leakage shall be measured with a pressure differential of 0.1 inch w g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwiselsealed during the test. i Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope I 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°FI (41-C) or below 55'F (13°C) shall be insulated to a minimum of R-3. ' R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that cant cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump': The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls., for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/10/2018 10 58 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat,trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 1407 (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the ream burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5 6 2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria. 1. Be installed with a till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including- Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have aniefficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watl Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watl Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided- by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy serviee to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50`F (1VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403. 10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403. 10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403. 10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for healers and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403. 10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heal pump or solar energy source, covers or other vapor -retardant means shall not be required. R403. 10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/ 10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard: R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. ` Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lighti. 2/10/2018 10.58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of'5 i e ! 61 4 q i }ate gf;l sit L'L I 1 ' t P O . U 6P 0 \ O ST NOTES WINDOW HEIGHTS 140O, 7 O SZ w^z t s 6ge R 4 L r. '.I R us wtrmav Gut4U15 z o_ q}• s a s s s g F 11 for i P a 1 3 i i4Ttu21 Q v 4ue4 t O v n sac N4R•~ O P Z O' 3 O S iF T NOTES WINDOW HEIGHTS f g rF WIImoWCAL-WS n 5 BUILDER: FLAN : LOT SUBDIVISION TAYLOR MORRISON S A N T A R O S A L T 164 THORNBR KE REVISIONS Del Alr Heabrq. Alr Coldltiounq 3 Pefrigeratiatlnc. 109 Commerce Street tc1101 LAc M.,,4 H. 52716-6206 rhow:407-8N2665 Pat: 407-353-3855 DATE By 6 / 6 / 16 JA 2/21/17 JA DATE: DRAWN BY: 6/41/2014 FJFI 2/9/18 JA 2/10/18 JA z i 3" WASTE STACK FROMZNO FLOOR I ' TMAINATING TOTHF l9T FLOOR AAV K(TCHEN MASTERi I' - C.y. .• . I.. 1 ' Y r _ _ _ r { ' ! i. 1 I i BATH i POWDER I BATH TAYLOR MORRISON HOMES c9l i 4 • THORNBROOKE S.F. , LOT 164 HOUSE TYPE: SANTA ROSA W/ OPT SINK IN GARAGE i - 1ST FLOOR I ! I I i .. I i ' i• I z TAYLOR MORRISON HOMES THORNBROOKE S.F. i ;.. LOT 164 HOUSEi ? .... ... TYPE: SANTA ROSA W/ OPT SINK IN GARAGE i 2ND FLOOR BATH 2 A AV BATH 3 3" WASTE STAG( FROM 2N0 FLOOR TERMINATING TO THE 1ST FLOOR T DESCRIPTION AS FURNISHED: Lot 164, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida.' PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZ.47ION COMPANY UMMD W. SEARDAWS MAP OF ST. JOSEPHS P. S. 1, PAGE 114) S 00012 21 " E 10' LANDS E, WAu, 1 FENCE ESMT. — - 26.41' 26.4V I LOT 164 I 34.41' i 0 LANAI 0 3.0 ir3.0' 5.00' 4 '6 ACLE 5.00' 5.00' 30.0, N LOT IOJ pj P GIVING DATE 18 Ok to construct single family home with setbacks and impervious area shown on plan. 4 b % I^Alp . 5.Oo, Rosa, GrL G d\ 0 O PROPOSED RESIDENCE K MODEL: SANTA ROSA 2 CAR GARAGE LEFT a COV'D. ENTRY i 5'DI 5.00, 8.7' 5.00' a I DRIVE 1 25.20 5.18' 10' UTIL. ESMT. ; 386.75' PC)0---------•---- --- --- 5' CONC. WALK e.e. N 00014 5 ' W 40.00' CURB RED ROSE LANE 50' R/W) TRACT I (U77UTY AND ACCESS R/W) LOT 165 LOT 4.784 SO.FT. LIVING 1,157 SOFT. GARAGE 451 SO.FT. EN7RY 74 SOFT. LANAI 125 SOFT. BREEZEWAY- N/A SOFT. DRIVEWAY 403 SOFT. A/C PAD 9 SOFT. WALKWAY 76 SOFT. IMPERVIOUS- 48.0 R 2.298 SQ.FT. SOD 2.48R SOFT. 440 SOFT. Q PROPOSED - FINISHED SPOT GRADE ELEVATION APKQN - 110 SO.FT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY* . SIDEWALK - 200 SO.FT. PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) SOD' - 130 SO.FT. LOT GRADING TYPE A ,C REAR - 15' PROPOSED INFORMATION SHOWN AREA - 5,224 SOFT, F.F. PROPOSED PER PLANS - 24.5' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 51J SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN + SIDE CORNER - 10' ANDIOR INSTRUCTIONS PER SIDEWALK - 276 SOFT. CUENT NOT FIELD VERIFIED SOD SOFT. CRUSENME'YER-SCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-656-1436 PF PLAT Pal. . POINT ON LINE FIELD TYR • TYPICAL NOJE4: I.P. IRON PIK PAC. • POINT Or REVERSE CURVATURE ROD P.CC O1NT 1. THE UNDERSIGNED DOES MMEITY COMFY IHAT IIGS SIMVEI' MEETS INC STANDARDS OF PRACTICE SET FORM BY THE FLORIDA "AD OF 1A. IRON • Or CO POUND CURVATURE RA0. •RADIAL PROFESSIONAL SURVEYORS AND I/APPERS W ONPIER W-I? FLOWN, ADI IMIFRAMF COOS PURSWM W SECTION 472027. FLORIDA STAIVES SET LR. SE 1R •/BLB 459R 11N. NONNESS-RA1/2'CONCRETE ALB 43 2. UNLESS DM$SED WIN SURVEYOR'S SICINTURE AND ORIGINAL RILSM SEA. 7M SURVEY UAP OR DOM ARE NOT VAJO RECOVERED VP.POW 3. M6 $UAW W PREPARED FROM MILE OMU47M FWMISNED TO ME SURV YOR THERE WY BE O RMIOCRO SM VA . OINNTV OF VCGDNING . CAl7.C TED OR EASEMENTS THAT AFFECT THIS PROPERTY. PALE. POINT OF COYICNCEMNT PAX • CRHANDIT RCIOI[NCC NlRR11ENT 4. NO UNDONCROUND U PROVEMENM NNVE DUN LOCATED UNLESS OMERWISE SHOWN. E CENTERLI E YF. • FIHISIED FLOOR CLCVATION A MIS SURVEY 6 PREPARED FOR THE SOLE 506E7IT Or 11105E CERIIno TO AND SHOULD NOT EIC RELIED UPON BY ANY OTHER WITTY. N DRN NAIL L DISK BSL • BUILDING SETBACK LINE OF-VAV • RIGHTEASOENT RME HARK a pp pypµ4 y,ORN FOR THE LOGTION or NMPRomir 5 NOIEON SNOI/LD NOT BE USED TO R[OOVSIRUOT BOUNDARY LINES ESNs. L36LL DE ANIWDAEEK 7. OEAR14= ARE SASCD ASM4V GATUM AND ON THE LINE VOW AS EASE WARYIO (B.Q DRAIN. On 6 CIEVA1fOKq IF SHOW ARE BtSLD ON lNRONAL GEOOE7IC OAlt/ll Or I029. UMESS OM[RMS[ N07ED, UTIL. UTILITY D. COPMFATE O AUTHORIZATION HP. 45" QJL CHAIN LIIM TO= VOTC C/DP.0 VOOD FENCE CONCRETE BLOCK POINT OF CURVATURE 1' ••• SCALE 20 DRAWN BY.• P.T. TEsc. POINT OF TANGENCY DESCRIPnDN DATE ORDER NO. CERTIFIED BY.• .-- RL RADIUSARCLENGTH PLOT PLAN 02-05-2016 838-18 p DELTA CCL OARtD CHORD ROARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN 1 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. GRUSENNEYFR. R.L.S. 1 4714 ZONE ?I' MAP I 12117C 0035 F. JAMES W. SCOTT. R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA3400 St Johns PNEC 2011/FBC 107 SANFORD.L 83 STRADAN ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: SANTAROSA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 941E Includes Heal Pump and Heat Strips on together 0100% Square feel Irving areal 21301 3 volt/amps 6414 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc mist TOTAL OTHER LOAD FIRST IOKVA(M100% 10,000 REMAINDER (@140% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A./ SIZE RECOMMENDED 150 SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER 150 NEC 33014 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 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 POO EWIRES OLT Y AMPS 30 1111111121101M 1p0 2_4_ 0, I 506Note This Load Calc is base on the information provided by the builder. The recommended service size YAP be installed leaving sufficient usage for future homeowner. ME- 1 co 0 Z 4 N D 0 Im 1s-8' '-6' ll'-s' NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA.INC. 877-293-9487 Totut Truss Ctt,Fl4ity :6a j - i m SHINGLE ROOF RECORD COPY 6 r'$., PLUMB 12 TRUSS MOD a POWN SUBFLOOR WALL HT. BASED ON 9'-4- A.F.F. I w\LDUVo SANFORD FpAR. A, 9 2 REFER TO PACK FOR98CONNECTION. o I n cn xl 2'-0• TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING REFER TO F? PACK FOR CONNECTION. TYPICAL 7' SETBACK . CORNERSET LABELING"' AND SPACING HANGER CHART dh = HTU 26 ( S I MPSON) J1 = THA 422 (SIMPSON) Ak= HUS46 (SIMPSON) J L= HUS26-2(SIMPSON) J L = HGUS26-2(S I MPSON) l.br.d w r ATTENTION! mi i'7uT'~ Iw ol General Notes 1) " pwod cwd a... IId bay a1 d Vdn b— O. Imp dad PWG* p " V b Ob bubm gm db'a2) N' 1 b toSbVa N6M ud Mri fd 3) Al ti MdV b N or- wim Iu.IN d.LP. Tm. RW ftDb 100-111 A I•d Iidq dad? b. ~ d ad..p *rY1 IS OL a (Y GPM b 1w P.W d•u.*—d W bi—nA I -be Oiayai as dwlla Ibm eM b ocs.-A br q siltind bdq ddmk ROOF LOADING SCHEDULE TCLL 20 PSF TCOL = 17 PSF BCLL • PSF BCDL 10 PSF TOTAL 47 PSF DURATION 1.26 X WINO SPO/TYPE- 150 KNCLOSED BLDG E)*OSURE - C USAGE - R(&SWBNTIAL CAT B WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON- 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 T—=ad= c s. pl— Rd g d(.+ T-toad— r (mm hMb mnpoem a, od bddap Tb— v.mu b— bv. —i,-W mum o dmomW 109 Pd b. ,bad b.. w. d FLOOR LOADING SCHEDUL TCLL - 40 PSF TOOL a 10 PSF BCOL = 5 PSF TOTAL - 55 PSF r %o CARPENTER CONTRACTORS OF AMERICA 39W AVTMC 6 IL V. VINTER HAVEN FLORIDA 333W PNOK' (BON 939 om f" (96M 29(-2488 BUILDER TAYWR MORRISON PROJECT TBORNBROOK MODEL 2138 CCA PRQI/MOOEL/ALT 9A8/90/213MA.0/213TA.B/21338 ALT OES067®' COVMtED LANAI OTC : LOT : 164 BLOC(: DESIGNER JRH CARPENTER CONTRACTORS OF AMERICA 39W AVTMC 6 IL V. VINTER HAVEN FLORIDA 333W PNOK' (BON 939 om f" (96M 29(-2488 BUILDER TAYWR MORRISON PROJECT TBORNBROOK MODEL 2138 CCA PRQI/MOOEL/ALT 9A8/90/213MA.0/213TA.B/21338 ALT OES067®' COVMtED LANAI OTC : LOT : 164 BLOC(: DESIGNER JRH PACE 1DATE 10 4 I6LAN# N330090L ALESI4 "=1' THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND I—...... — ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES 1d" Project: 9A6/9A7 THORNBROOK r7 Model/Building: 213MA/213MB/213TA/213TB/213SE Lot Alt: 02/ h Lot: ! 164 Block: Address: Unit: ;--- -- --- JobNumber:-N330090 N tiT v co -.- Revision Date: „i.L New Load #: --R/01 4• CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. Y. WINTER HAVEN, FLORIDA 33880 PH (800) 9S9-8806 FAX (941) 294-7934 75 to STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES THIS OVG PREPAREO FROM CONPUTER INPUT (TOADS S DIMENSIONS) SUS14ITTED BY TRUSS NFR. 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 guideline by Carpenter Contractors of America. it serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn 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 N inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or share design loans 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 U inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRON68ACKS SHALL BE A MININMUM OF 2X6. AND SHALL BE-ATTACHE' WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPi 1.2002 for strongback bridging. N.T.S -Not To -Scale) ( 6-- osoogeecBpbetdidsOet6S618••6S688REPKI E Design Crit: TPi-2002(STO)/FBC XTY: PLT TYP. Wave C RT=1.00 1.25 10 0 7.31.11 1 FL 1 E PAWNING- TIMES QOVUIE EXTREME Ceti 11 FAIfIATION, N.NOuNt. SNIPPIN:. INSTSUIN AN* wain' W I TC ICII (GYlL01.P CCIVONEer *AFC" INT*RN.TION). •UILISK0 1, AI muss IL.rt INSTITUTE. its CRT. LEC SUM. SUITE Sit..LEXANO11A. r., E2I1.1 ..0 KCA 0000 TRUSS COMM o/ •NItIG1. Ole* CKIAPR YSt U.E. IUOISO. IS Arlo FOR SAFETY OUCTICES PRIOR TO PEAFe.NI.I T.S Ic /,1CTION7. WAC O TMEIOI C INDICATED TOP TURNS SHALL "It POOPEALY ATTACHED STRKTu4L ORAL{ .AO SOrrO, GNOw IN•U N G A SAIKALT ATTACKED MISS CEILING. l O AI S'• CNf••rLFF •.L TC LL PSF TC OL PSF BC OL PSF REF R081- 48357 DATE 07 /28/09 ORW Htusa081 09209398 ALPINE nwawRdlnyCO3M. C.a-CP6. HiimClly.FL 33844 FL COA io M 9SP0U A:S. I@. A T • COPY W rNlr OEI NN rp Tx[ INIALL•r10. CONTRACTOR. IN ITS. INC. INA0. ROr W wile INC Two IN CVIOAMNCE .ITNKR[OROrAl W TOP ANT aTIRIOM rPw, rMll *Iot1I ANT PRICING11: a /AIa4TU1. NPPIua, ixININ. I .1 M ( 0 IRNAINI W nuuti. OE IItN COa0"I N1TN ApllCalE ISM IIIo.l 0/ N*1 (Y TI ON.L OES IOA SPIC, /T AID•.) 1t0 TPI. ITv C. PLATES ARE MADE CF 40/1411691 (U.N/IS/o ASIN AGO I1409 40100 (Y. P/N.SII $'LT. STEEL..PPL. L.TCS TO [ICU FACE OF TRUST IND. UNLESS OTNE.OISE WAYS* ON THIS OCAS". POSUICA PER O APINOS 100A•I• Y Iq•fCTW. Of I.1111 FOLLOW* 11 (11 SN111 1E a1 ANNEX •I N T•11•r00J 'CC. 1. . $4. O. TN II 01AYIM IMOWTES •CCIOANCc N PtoRSS10NLL [NIACEXIa ;,0101IIILITY IOWLT TOR nE TAUSS CdVOMENT iuiio.S-OCSial. AS...$I/MI SIC uu o* rNu tow*aK roA R.T turtola a n[ Rtsro.lulurr ar raICIJU1 S N0.62112 19 1 f * # STATE OF a'•` Ht. VVV .(DREG' , f01 E BC LL PSF TOT . L 0 . P S F HC-EKG OR/OR AR 3 6 OUR. FAC. FROM SPACING JREF- ITT0081_Z18 00' HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension is 2'Yi 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 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T HUHUCTTN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMW and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using ''/: x2%* hex head Simpson Strong-TieP Titens screws or for concrete walls using Y: x 1 %* hex head Titen screws. Titen screws are not provided. Drill the Vie diameter hole to the specked embedment depth plus W. Altematively, drill the V,; 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 w70 additional corrosion protection. Additional produces on this page may also be amiable wtth this option, check wttir Simpson Strong -Tie for detath. Model No HU26 Dimensions Fasteners Allowable Loads (DF/SP) Code Rel. W 135. H 334. 8 2% CMU 4-YWY.Titen Concrete 4-Yx1YT'den Joist 2-10dxt'h Down 160) 160) 290 100/115/125) 1545 HU28s 194. 5Y. 2% 6-Yx2YTilen 6-'/.x1V:Titen 4-10dxl% 575 2400 H11210 194. Th 2% 8-Yx2i4 Titen 8-'/.x1V4 Titen 4-1061'h . 575 2400 HU46 3% S15. 2% 12-'/.x2Y. Titen 12-Yx13'. Titen 6-10d 1085 3950 HU26-2 3114 51f 2'h 12-'/.x21. Titen 12-''/.x11. Titen 6-10d 1085 3950 HU48 314s 694• 2% 14-YWY4Tden 14-Yx11.Tden 6-10d 1085 4350 170 HU28-2 ' 3'% 7 2% 14-Y.x2Va Tften 14-Y.x1Y Tnen 6-10d 1085 4350 HU410 We 8% 2'h 18-'/.x2Y. Titen 18-Yxt'y. Tden 10-10d 1810 5085 HU210-2 3% 8% 2'h 18-Y.x2Y4Titen 18-'/.xl%Titen 10-10d 1810 5085 HSUR/1-26-2 3% 4144. 2%, 12-Yx21. Then 12-'/.x13: Then 4-16dx2% 815 26255 1. Uplift loads have been increased for wind or earthquake loading with no further Increase is allowed. Reduce where other loads govern2. 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 stainless -steel Tften* screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest uhimaten or fastener calculation values. 7. NAILS: 160244 = 0.162' dia x 2W long, I Od = 0.1 48dia. x 3' long, 10dxI % = 0.148' dia. x 1 W long. See page 22-23 for other nail sizes and Information. HU410 Installed on Masonry Block Sidewall_ I%." HUC410 Installed on ' Masonry Block End Wall 111SUR1126- 2 Installed on Masonry Block Sidewall 1 r................ . r. ... i ..................... ......_•.j .... Alternate Allowable Loads ('A- Maximum Hanger Gap) Min. Dimensions Fasteners FIFloorF/SPAllowable Loads I ModelNeel SPF/HFAllowableLoads No. Helght W H B Carrying Carried[Uj1plIn Snow Root Wind U lift Floor Snow Rool Wind Code Member Member00) (115) (125) (160) (160) (100) (115) (125 Ref. SINGL KHTU28Min x) j3%1% i w n 5. 3/ 4 3' S 3' 4 3% 3% 3% 314 20- 16d 20- 16d 20- 16d 26- 16d 26- 16d 32- 16d 3216d 11- 5d 1'h 14- 10dxl% 20- 1Odx114 14- 10dx1'h 26- 10dx1'h 14- 10dx1'h 3210dx1' h 670 1175 1215 1125 1920 1250 3255 E 2x 2735 2940 2940 3770 3820 3600 4705 SIZES 2735 3100 3340 3770 4340 3600 5020 2735 3100 3600 3770 4680 3600 5020 2735 3100 3760 3770 5015 3600 5020 575 1010 1045 970 1695 1775 2800 1725 1955 2370 2825 3285 2700 3765 1725 1955 2370 2825 3730 2700 1725 1955 2370 2825 37653765 2700 1725 1955 2370 17 2825 L17, F22 2700 3765 37653765f: I• I• DOUBLE 2x SAES HTU26 2 Min HTU26- 2 Max) HTU28- 2 Min HTU28 2 Mau) 2 Min HTU210- 2 (Max) SEA Mehl. enMnnbe nn 3if 5* 3% 7Y. 3' i 91. n, . e roc 335. 5A, 315. 5'h• 3i1• 7Y6 3iS• 735• 335. 9'h. 3M. 9%s 3' h 3h 3'% 3' h 314 314 20- 16d 14-10d 20 16d 20-10d 26- 16d 14-10d 2616d 2610d 32 16d 14-10d 32- 16d 32-10d 1515 1910 1490 3035 1755 3855 2940 2940 382% 3980 3824680 4254255 47055760 3340 3500 3340 3500 3980 3500 3500 3980 5555 4255 6470 1305 1645 1280 2610 1510 3315 2205 2205 2205 2205 2205 2205 2985 2985 2985 3285 3730 4025 3190 3190 3190 4045 4595 4855 2205 It, L1HTU210 2205 2985 4165 3190F22 4855 HGUU hangers provide similar capacities as HGUS double Shear hannerc h,rl thou ..en c;T.,...,.. ll \ further increase allowed. Reduce where other loads govern. Iv Z. Wind (160) is a download rating. 3. Truss chord cross -grain 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 Strong-TIe.Sgong-Drive screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSVI M 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drfUing requbed throughtheplateusingamaximumof41•v'bB). 1 3720 3720 F22 660566057015 70153720 3720 F22 638063807385 7385 HGU046 SDS3 4 ii 4 12)'/.7Ci' 4)'h c3• 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720 HGU048-SDS3% 6% 4 20)'/'x3' 6) Y.; 3' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22 HGU0410-SDS141 8% 4 28)'/.'x3' 8 '/.k3' 3440 7415 7415 7415• 7415 2475 5340 5340 5340 5340 o. hub screws that penetrate all plies of the supporting girder (spews must penetrate a minimum of 7' Into the last &M ply) may also be used to transfer the load through all the plies of the supporting girder. When SOS 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 piles not penetrated by the face fasteners, as determined bytheDesigner. 6. The supporting girder. truss must have adequate 0.ckness•to accommodate the screw length, so that the screw does not protrude out the bath of the girder. 3' or 4'h' long SDS screws v - may be substituted for the longer SDS screws with no load reduction. 7. For Installations to LSL, use the DF/SP table loads. ! 137 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 3Ys . Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to %' max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %* per ASTM D1761 and D7147). MATERIAL:16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart Standard Allowable Loads VA" Maximum Hanger Gap) 1 HTU26 Min. Heel Height Per Table 1 %* max gap between and of truss and carrying member HTU Installation for Standard Allowable Loads For %* maximum gap, use Alternate Allowable Loads.) TSIMPPSONI Alternate Installation - HTU28 installed on 2x6 carrying member HTU710 similar) Model No. Min. Heel Height Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H B Carrying Member Carried Member Uplift. 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Root' 125) Wind 160) Bel. SINGLE 21 SIZES HTU26 3% 1% 57A. 3% 20-16d 11-10dxl% 730 2940 3045 3045. 3045 1 630 1920 1920 1920 1920 HTU26 (Min) 3% 1% 57h. 3% 20-16d 14-10dxl% 1250 2940 320D 3200 3200 1075 2015 2015 2015 2015 HTU26(Max) 5% 1% 57A. 3'h 20-16d 20-10dx1% 1555 2940 3340• 3600 4010 1335 2530 2870 3095 3450 17, HTU28(Min) 3% 1% 7'/n 3% 26-16d 14-10dx1% 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 Max 7% 1% 7149 3'h 26-16d 26-10dxl% 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210(Min) 37h 14fr 9'h. 3% 32-16d 14-10011h 1 1330 4355 1 4355 4355 4355. 1145 3265 3265 3265 3265 HTU210(Max) 9Y. 1% 915, 3% 32-16d 32-10dx1% 3315 1 4705 1`5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 21 SIZES HTU26-2(Min) 37h 3%. 57h. 3'k 20-16d 14-10d 1515 1 •2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2 (Max) 51h 315. 51A. 3'k 20-16d 20.10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855 i7, HTU28-2 (Min) 3% 334. 7'i4. 3% 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 L17, HTU28-2 Max 7'/. V. 7'h. 3% 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210- 2(Min) WA 3%9 9'h. 3% 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3611 3610 3610 3610 HTU210- 2(Max) 9'/. 3Ms 91!A. 31h 32-16d 32-10d min 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) and and ANSI/TPI 1-2007. Simpson 51rong-Tie• Connector selector- sonware mctuoes the evaluation of cross -grain tension in its hanger allowable loads For additional thecarryingmember. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pdch. 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 govem. 2x carrying members, use N10 (10dx1 %') 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 100% of 5. For hanger gaps between %' and W use the Aftemate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with the table load. 8. NAILS:16d - 0.167 dia. x 3'/.' long, 10d = 0.148' dia. x 3' long, 10*1 % _ 0. 148' dia. x 1 %' long. See page 22-23 for other nail sins and Information. Alternate Installation Table for 20 and 2x6 Carrying Member Min' Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code ModelNo. Neel HeigbI Carrying Bel, CarryingCarriedUpliftFloorSnowRoofWindUpliftFloorSnowRoofWindIn. Member Member Member 160). 100) 115) 125) 150) 150) 100) 115) 125) 150) HTU26 ( Min) 3% 2-2x4 10-16d 14-10dxl% 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26( Max) 5% 2-2x4 10.16d 20-10dxl% 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17- HTU28( Max) 7'/. 2-2x6 20-16d 26-106114 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 F22HTU210( Max) 9Y. 2-24 20.16d 32-10dxt'h 1 2760 1 2940 3340 3600 ' 3905 2375 2530 2870 3095 3360 1. See table above for dimensions and •addillonalJontnotes. ,.d. (i,; .FJ6drD.:t62: Qia•.3:3'r4-Iong 7.pdx1't4 = 0.148 dia, x 1'h' Iong., 2. Maidmum hanpir gap for the anemite Installation Is %-- - Sen-page 71-23 for other -nail saes and Information. = - i'• 136 3. Wind (160) Is a download rating. i,•, io These products am a tillable wAh additional common protection. Addidond products onthispagemayeisobeavalbblewRhOASoption, Deck wip4 Simpson Sbonp-77e for debits, LPSON ngl e PF These products are approved for lnstalladon wRh the Strong -Drive SDSbucfural-Connector screw. See page 27 for more information. Model Min. Dimensions Fasteners OF/SPAllowableLeads SPF/HFAllowableloadsHeelGaNo. Height W H g Carrying Carried Uplift, Floor SnowDkERoof U lilt Floor Snow Roof Wind Code Member Member (160) 100) 115) p 60) (100) 115) (125) (160) Rel. DOUBLE 2x SIZES LUS242 2'/. Ila 1 3% 31i 2 4-16d 216d 440 B00 910 985 1250 380 680 780 845 1070 HHUS22 4V6 18 3%f 47/. 2 4-16d 4-16d HHUS26-2 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 4%. 14 334. 5% 3 14-16d 6.16d 1550 2785 3155 3405 4265. 1335 2390 2710 2925 3665HGUS26-2 415. 12 3%. 57% 4 20-16d 8-16d LUS28-2 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 4% 18 3% 7 2 6-16d 4.16d HHUS28-2 1165 1315 1500 1625 2060 1000 1125 1285 1390 176561Se143%s 7% 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17, F6, L17 HGUS28-2 61Se 12 3%s 715. 4 36-16d 12-16d LUS210-2 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F236%. 18 33S 9 2 8 16d 6-16d HHUS210-2 8ii 14 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17334. 8%. 3 30 16d 10-16d HGUS210-2 815. 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 12 33Se 915. 4 4616d 16.16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7825 17, L17, F23 TRIPLE 2x SIZES HGUS26-3 4'i;e 12 4'3fe 515 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 695. 12 4'15. 7'/. 4 3616d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-3 895. 12 4'i4. 9'/. 4 46-15d 16-16d NGUS212-3 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F2310% 12 4'44e 10% 4 56-16d 20-16d HGUS214-3 5045 9600 9600 9600 9600 4335 8255 8255 8255 825512% 12 40% 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES NGUS26-4 5'rf 12 615. 5'ri. 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-4 7'/. 12 6ts. TX 4 36.16d-12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-4 911. 12 _' 9M, 4 46-16d 16-16d NGUS212-4 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F2310% 12 6'Ye 10% 4 56-16d 20-16d HGUS214-4 5045 9600 9600 9600 9600 4335 8255 8255 8255 825512% 12 6%s 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 41 SIZES LUS46 4111 18 Ve 4% 2 4-16d 4-16d HGUS46 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,f{,L17131123% 41A. 4 20.16d 8-16d HHUS46 2155 4355 4875 5230 5575 1855 3750 4200 4500 47954V, 14 34f 51Se 3 14-16d 6-16d LUS48 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17, L17, F23 4% 18 3'K. 6Y. 2 6-16d 4-16d HUS48 1165 1315 1500 1625 2060 1000 1125 1285 1390 176561AA143%@ 7 2 6-16d 6.16d 0 NHUS48 1550 . 1595 '1815 1960 2470 1550 1365 1555 1680 2115 17,F6,L17 6'r1 14 33i 7'ri 3 22 16d 8 16d HGUS48 2000 4215 4770. 5150 6440 1720 3615 4095 4415 55356'/is 12 ASA 7Y. 4 3616d 1216d LUS410 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 6%. 18 315. 8i: '2 8-16d 6 16d 0 HHUS410 1745 1830 2090' 2265 2870 1500 1565 1785 1935 24558% 14 33i 9 3 30-16d 10.16d HGUS410 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17,F6,L17 618%s 12 3% 91. 4 46-16d 16.16d HGUS412 10% 4095 9100 9100 9100 9100 3525 7825 7825 7825 17,L17,F231231i10% 4 56-16d 20-16d HGUS414 5045 9600 9600 9600 9ti00 4335 8255 8255 •8255 8255lix123% 12M. 4 6616d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8665 17 L17 1. Uplift loads have been increased 60% for wind or earthquake loading with no furtherincreaseallowed. For normal loading applications such as cantilever refer to Simpson Strong -Tie' Connector Salmorsottware ANSI/TPI 1.2007 Simpson Strong•Tie° Connector Selector," Soltware includesconstruction • the evaluation of cross -grain tension in its hanger allowable loads. Fororconservativelydividetheupliftloadby additional information, Contact Simpson Strong -Tie 2 Wind (160) is a downloadd rallng. 5. Loads shown are based on minimum of 2- 2xDN canting member. With 3x carrying ls into the header and16d commons into the 3. Minimum heel height shown is required to achieve fun table loads. For less than members, use lWith with o loadreduction. single tic carrying use Iodxl W nails Into thetheader minimumheelheight, see technical bulletin T REDHEEL (see page 232 for debits). and 10d 4. Truss chord cross -grain tension may limit allowable loads in accordance with commons Into the joist and reduce the load to 0.64 of the table value. 6. NAILS:16d - 0.16Z dia. 314' long. xSee page 22-23 for other nail saes and Information. o: 4 ra 135 a PlafedsTnissaConneclois::. •- . _ . , .:;•.,a!':-r.' li}.[ ,}:,,. t.• .•.s, S:.X l.'_,.%.ra._i'r.-:•,:"1':'•: %I,: C:'.•.... I III EEREO This product is preferable to similar connecmm because of a) easter installation, b) higher loads, c) lower Instilled cost, Y, or a combination of these features. 0' ••• ••• • 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, taster 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 (3'/.•) and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consul your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for detailsPF . These products are approved for installation with the Strong -Drive SD Structural -Connector screw. See page 27 for more information. Model No. Min. Heel Height Ga Dimensions Fasteners ' W I H I B Carrying 1Member arded Member SINGLE 2x SIZES LUS24 2% 18 1'4. 35t 13'. 4-10d 2-10d LUS26 4%1'S. 43: 13i 4-10d 4-10d MUS26 4"As 18 1%e S%s 2 6-10d 6-10d HUS26 4%, 16 1% 53< 3 14-16d 6-16d HGUS26 4'4. 12 1% 5% 5 20-16d 8-16d LUS28 434 18 1% 6% 1% 6-10d 4-10d MUS28 6356 18 195. 2 8.10d 8-10d HUS28 614 16 1'i 3 2216d 816d HGUS28 6% 12 1% r70A 5 36-16d 12-16d LUS210 4% 18 1% 1V 8-10d 4lOd HUS210 IPA 16 A 3 30-16d 10-16d I" 1 r III..: •• ilp Iarl kli ji tj f 1.See table on page 135 for allowable loads. 1•for M 114i for4xS"i C O H d c 0• w-• e LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) MUS26 HGUS28-2 c a c. c e., 2• HUS210 HUS28, HUS28, and HHUS similar) e I . HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) Typical HUS26 with Reduced Heel Height Double Shear Dome Double Shear Double Q Nailing Nailing Side View Shear Side View (available on Nailing Do not -'' some models) Top View bend tab Y U.S. Patent S,fiO3,580 OF Allowable Loads . SP Allowable Loads SPF/HF Allowable Loads Code Model No. J!j Floor 100) Snow 115) Rool 125) Wind 160) UpIiH' 160) Floor 100) Snow 1151 Roof 1125) Wind 160) UpliNq)KJ16015) ow Rool 125) Wind 160) Rel, SINGLE 21 SIZES LUS24 LUS26 MUS26 HUS26 490 1165 1090 1550 670 865 1295 2720 4360 1100 1730 3965. 6745 1340 4255 765 990 1480 3095 4885' 1255 1975 4120 6970 1525 4445 825 1070 1605 3335' 5230 ' 1360 2140 4220 7125 1650 4575 1045 1355 1825 3335 5390 1725 2645 4335 7275 2b90 5020' 1 490 1165 1090 1550 1765 1165 1555 20004070 3015 1165 3000 725 940V3335E2950 472 1200 1880 6460 1445 4105• 830 1365 215023302645 6705 1660 4310: 895 1165 1745 3335 5390 1480 6870 1795 4450• 1135 1475 1825 3335 5390 1835 4335 7275 2270 4930 . 420 1005 940 1335 1520 1005 1335 1720 2595 1005 2680- 575 740 1110 2330 3750 940 1475 2905 4960 1145 3150 655 845 1265 2650 4200 1075 1690 3035 5160 1305 3315—.•3423_ 705 915 1370 2820 4500 1165 1830 3125 5290 1415 895 1160 1570 2865 4635 1475 2275 3435 5745 1745 3815 17,F6,L1i L17 17,F6,L7 L17 17,F6,L1; HGUS26 1765 JrHUS28E20OO 134 Note: For dimensions and fastener Information, see table above. See table footnotes on page 135. Wood,6:Sbriclgral,ComposJfeLumberConnedtue, r 7hese products are available with additional corrosion protection. Additional products on this page may also be available with this option, chwA with Simpson Sovnp-Ae for detaih. 7 7- V4 I N. CODES: See page 13 for Code Reference Key Chart Actual Joist Model No. Size Ga Dimensions Min/ Max Fasteners Allowable Loads Code Reg. W H 8 Face Joist OF/SP Species Header SPF/HF Species Header Uplift 160) Floor 100) Snow 115) Root 125) Floor 1100) Snow 115) Roof 125) 1%x516 HU1.81/5 14 194. 5% 2% Min 12-16d 4-10dxl% 610 1785 2015 12165 1540 1735 1865 19.L12,F81134. 5% 2% Max 16-16d 6-1001% 915 2380 2685 12890 2050 2315 1 2490 1%x7'% HU7 14 1'%s 6'%. 2'h I Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19 F8 L121'%. 61%. 2% IMaX 16-16d 8-10dxl% 1515 2380 2685 12890 2050 2315 2490 HUS1.81/10 16 144. 8% 3 30-16d 10.16d 3000 5135 52951 5400 4705 5105 5195 19. F23 1%x9% HU9 HUC01.81/9-SDS 14 1'%. 9%. 216 Min 18-16d 6-1Odxl% 915 2680 3020 13250 2305 2605 2800 19F8,L12 11YI. 9%. 2% Max 24-16d 10-10*1'h 1895 3570 4030 4335 3075 3470 3735 1`% s 9 3 8-SDS'/.'x1i': 4-SDS%*xl%' 1505 2000 2300 2500 1440 1655 1800 19 F23 HUS1.81/10 161 1'Yn 8% 3 3D-16d 10-16d 3000 5135. 5295 5400 4705 5105 5195 1% x HU11 11 %. -11 % HUC01. 81/11-SDS 14 1'%. 1114. 2% Min 22-16d 6-10dxl% 915 3275 3695 3970 2820 3180 3425 19. L12, F8 1 "As 11 %s 2% Max 30-16d ID-10dxl % 1895 4465 4705 4810 3845 4340 4600 1'%. 11 3 10-SDS'/.'x13:' 4-SDS Y: xl %' 1505 2500 2875 3125 1800 2070 2250 19, F23 HUS1.81/10 U14 1% x14 HU14 HUC01. 81/11-SDS 16 1'%. 8% 3 30-16d 10-16d 3000 5135 5295 540D 4705 5105 5195 1` As 10% 2 14-16d 6-10dx114 1110 2015 2285 2465 1735 1965 2120 19, F8,L12 14 1'%. 13"As 2% Min 28-16d 8-10dxl% 1515 4165 4420 4505 3590 40M 4335 1'%. 13'%. 2% Max 36.16d 14-10dxl% 2015 5055 5275 5420 4615 5000 5130 119. 11 3 10-SDS'/4'x13:' 4-SDS%'xl%' 1505 250D 2875 3125 1800 2070 2250 19. F23 HU48/ HUC48 3% x7% HUS48 14 39. 6'%. 2% Min 10-16d 4-10d 760 1490 168D 1805 1280 1445 1555 Ig L17 F6 3%. 6'%. 2'h Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%. 6'%. 2 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19.F8,L12 HGUS46 12 3% 4% 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19,F23 HHUS48 14 3% 7% 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19,F8,L12 HGUS48 12 3% VAs 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19, F23 U410 HUS410 HU410/ HUC410 3% x 1 9Y4-9% HHUS410 HUC041D- SDS HGUS48 HGUS410 16 We 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8,L12 14 3%. 8'%. 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 3%. 8% 2'h Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%. 8% 2% Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 3% 9 3 30-16d 10-16d 3735 5635 6380 16880 4835 548D 5910 31A. 9 3 12-SDS'/.'x2Yi' 6-SDS'/: x2W 2510 4680 4955 4955 3370 3570 3570 19. F23 123% 7Yo 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 3% 9%. 4 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 U410 HUS412 HU4121HUC412 HHUS410 16 3%. 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8,L12 14 We 10% 2 10-16d ID-16d 3635 2660 3025 3265 2275 2590 2795 394. 10%. 2!4 Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315$2490 3%. 10%. 2% Max 22-16d 1D-10d 1895 3275 3695 3970 2020 318011Y11'633fi9330-i6d 10-16d 3735 5635 6380 6880 4835 5480HUC0412-SDS3%. 11 3 14-SDSy'x2W 6-SDS'/.'x2%* 2510 5460 5560 5560 3930 4000HGUS48 19, HGUS410123% 714. 4 36-166 12-16d 3235 7460 7460 7460 6415 6415 3% We 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825HGUS412 3% 10349 4 56-16d 20-16d 5045 9600. 9600 9600 8255 8255 U414 HU4161HUC416 3% x14 HHUS410 16 3Yn 10 2 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 19, F8,L12 143%' 13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 1 3110 3%. 13% 2'% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3% 9he 3 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS410 HGUS414 HUC0412- SDS 12 3%i 9 4 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19. F23 3% 12%. 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 14 3%. 11 3 14-SDS Y: x2'h' 6-SDS Y4'x2W 2510 5460 5560 5560 3930 4000 4000 HU416/ HUC416 14 3%' 13% 234 Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19 F8 L12 3%. 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3' h x 16 HGUS410 HGUS412 HGUS414 HUC0412- SOS 114 12 3% 9%. 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19, F23 3% 1ONs 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 3% 12%s 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 3%. 11 3 14-SDS Y.WW 6-SDS'/.'x2'h' 2510 5460 5560 5560 3930 4000 4000 1. Uplift loads based on DF/SP lumber and have been Increased for wind or 4. MIN nailing quamily and load values -fill all round holes; earthquake loading with no further Increase allowed. Reduce where other loads MAX nailing quantity and load values -fill all round and triangle holes. govern. for SPF/HF, use 0.86 x OF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall - •, n , , and0.72 x DF/SP•Uplift Load for products requlring•scrsYs may^ •'r _; ; ` performanbynd'S I iiWilUlr vzluo. " ' - _ 2. 1 Od commonl: or 16d sinkers may be used 'instead of Ae spectlied 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, 110d = 0.148' dia. x 3' long, 3. 16d sinkers may be used instead of the specified 10d commons with no load reduction. 100x1'h = 0.148' dia. x I W long. See page 22.23 for other hall sizes and information. 105 SIMPSON THA/THAC/THAR/L Adjustable Truss Hangers Stron - This product is pre/emb/e to similar connectors because of • a) eas/a Installation, OJ higher roads, c) lowerinctelleHcan o W ova combination of these feeforei. ' The THA series' extra long straps allow full code nailbefield -formed to give top flange hanger convenience. Designed for 4x2 floor trusses and 4x beams, the THAR/L422 h skew of 45'. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof4x2trussbottomchords. MATERIAL: See table FINISH. Galvanized. Some products available In ' ZMAX• coating; see Corrosion Information, M page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: f e c Typical THA Top Flange Top Flange Installation —The straps must be field formed over the i Installation header - see table for minimum top flange requirements. Install toyandfacenailsaccordingtothetable. Top nails shall not be within /.'' W ' from the edge of the top flange members. For the THA29 nails used for joist attachment must be driven at an I THA418 ,/ THA29anglesothatthpenetratethroughthecornerofthejoistandintoI ` the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. I Attachmem Top nails per table I= nabFaceMountInstallation —Install all face nails according to the table. a r pertaDbNotallnailholeswillbefilledonallmodels. On models where there are more nail holes than required, the lowest 4 face holes must be rf01" edge Typical THA29, filled. Nails used for the joist attachment must be driven at an angle Face Mount Installationsothattheypenetratethroughthecornerofthejoistintotheheader. Alternate Installation The THA 4x hangers may be installed In a top flange configuration using the tabulated fasteners for face mount ' < installation and achieve the face mount installation loads. Install the tabulated face nails into the face and top of the carrying member. Nailsusedforthejoistattachmentmustbedrivenatananglesothattheypenetratethroughthecomerofthejoistintotheheader. Uplilt—Lowest face nails must be filled to achieve uplift loads.Straighte„ the dDUWOPTIONS: - THA hanggers available with the header flanges turned in for 31': shear nailing tabs and InstallexceptTHA413) and larger, with no load reduction - order THAC hanger. nails straight Into the joistCODES:- See page 13 for Code Reference Key Chart Typical THA Top Flange Installation Double Shear I Dome Double Shear on a NailerDouble Nailing Side ViewShearg Nailing Side View (except THA29) i Nailing Do not bend tab (available on Top View noted unless otherwise some models) U.S. Patent 5.603.580 as1a7uwa•2= THAC422 OrTHAR/L422 These products are available with additional corrosion protection. Additional products on this page may also be available with this option, clink with Simpson Stang-71a for details. W gym Model Mln' Min. rastenert' gDFP Allocable Loads SPF HF Allowable Loadsed No Ga Top Header Carrying CarrieFloor Snow Root U lift' Floor Snow Roof Code MemberWHCFlangDepthMemberMemberpTo Face Sirai ht Slant (100) (115) (125) (160) (100) (115) (125) 2x6 2x6 THA29 THA213 18 18 134 9"/,. 5'G 2'A. 4-10d nn c mOIALLAIMN 4- 10d 4-10d 560 2260 2310 2350 480 1740 1785 1815 2x6 THA218 18 13G 13i 13% s 17' y. 5'/ i 514 1' r4 2 4- lOd 2lOd 4-10dx1'/r 1615 1615 1615 — 1280 1280 1280 11 2 2x10 THA218-2 16 3%. 17"Ke 8 2 4- 10d 4- 16d 210d 216d 44ndx114 6- 10d 1615 16151615 1615 — 1280 1280 1280 2 2x10 THA222 2 16 3'b 2215. B 2 4-16d 2-16d 610d 2245 2245 — 1280 1280 128 18, F7, 4x6 THA413 THA418 THA422 18 16 16 33f 39G 3% 13% s 17' k 22 4% 7 7'/. 134 2 2 4- 10d 4- 16d 4- 16d 2 lOd 2 16d 2- 16d 4. 10d 6 10d 6- 10d 2245 1615 2245 2245 1615 2245 2245 — 1615 — 2245 — 1935 1280 1935 1935 1280 1935 1935 1280 1935 L15 4x10 4x10 4x10 THA426 14 3% 26 7 G 2 4-16d 4-16d 6-16d 2245 2245 2245 — 1935 1935 1935 2435 2435 2435 — 2095 2095 2095 F23 4x10 THAR/L42 THA422 2 16 14 33fi 7'/. 223E 22'% r 8 93: 2' r4 4-10d 810d 1-10 2-10dx1i4 310 165 1675o 10, 1675 260 1405 1405 1405 18, F7, L15 24x102 4x10 THA426 2 14 7'/. 26'rS. 9% 2 — 2 — 4- 16d 4- 16d 4- 16d 16d 616d 6- 16d 3330 3330 3330 — 2865 2865 2865 170 I4talc , unuirr ..,r......... 3330 3330 3330 — 2865 2865 2865 2x6' THA213 18 n 144 133;. 07 5' r4 — y'%. 10d 1335. 4- lOd 560 2125 2310 2350 480 1740 1785 1815 2x6 THA218 18 191 17'Ys 5% — 17i4. 14- 10d 1810d 4- 10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA218-2 16 3'ri 17"/,s 8 14Ks I 2216d 4- 10d 1170 1795 1840 1870 780 1 1385 1425 1450 2 2x10 THA222 2 16 3'h 22i1. 8 — 14'/u 22161 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 18,F7,' 4x6 THA413 18 34i 1314. 4'/r — 13% 14-11Od 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x10 THA416 16 3if 17'rS PA — 14% 22-16d 4- 10d 1170 1940 2235 2400 780 1660 1910 2075 4x10 THA422 16 3-1 22 Tii — 1414. 22 16d 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 31/i 26 7'ri — 1614. 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 2 010 THA422 2 14 7Y. 22"i4. 91. 16g s 3016d 616d 1855 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 THA426-2 14 71Z. 26'4. 9i: — 616d 1855 5160 5520 5520 1595 4440 4745 4745 38- 16d 6 16d 1855 5520 5520 5520 1595 4440 4745 4745 170 16d sinkers maybe used to replace 16d commons at 0.85 of table load. 5. For top flange Installation on a nailer (see detail above), install joist nails straight by bending 2. Uplift has been Increased for wind or earthquake loading with no the double shear tabs. further Increase allowed; reduce when; other loads govern. 6. For single band 3x nailers, the following THA hangers.can be sL;JIJd ueinp..10dx1'rS: topauils ..d. _._. „r: 3•.Rc.;loads are 125%iof floor loads unless limite and 2.16d face nails with reduced allowable loads as rated: y-NA4P2: 415 Iles: for Df1 Bails: When the ' ` `'t 1215 lbs. for SPF; THA426: 2245 Iles. for DFL,1930 lbs. for SPF. 4: hanTHAger height tIs between 9- io 1and a allowable Fabl nails: When the 7, Min. Top Range refers to the minimum length of strap that must be field -formed over the header. hangerheightIsbetween9' to 1 Y, the allowable download is 1440 lbs. for DR. and 1210 lbs. for SPF No further increase allowed. 8. NAILS: i6d = 0.16Y ill& x 3'h' 10r 16W% - 0.16? dia. x 214' long,1 Od = 0.148' dia. x 3' long, 10dxl % - 0.148' i ia. x I W long. See page 22-23 for other nail sins and Information. 89 i a VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements Ridge board_ 24 Uldn) ea southern Pine or fetter. Rafter spent 20'-0' or lea-. (A) 24 W 92. SPF allot OF /2 or better B) 24 SP 12. SPF 4 VXZ OF 14 or better Purent/tatMl bradag_ 24 SPF82, NF a2, OF a2 or better sleepers_ ZAvAdth of rafter seat out) SPF 113 or better 2 parallel 2a6 SPF a3 CAppies and bloddng. 24 SPF a3 or better Truss Below_ See design - southern Pine Material ' RIOGE SOAR. 2xa) A Height of Valley COLLAR SEAM, EVERT TNIRO PAIR OF RAFTERS TYPICAL COMMON$- 2y4SIOGKING no Sheathing, ngSPACED24- O.C. (Whole no atuffin 2 g . GENERAL NOTES Purlins required 2'.0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purins should overlap sheathing one truss spacing minimum. In cases that this is Impractical. ovoriap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of Odd (0.131-xLV') common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building'dosigner. This drawing applies to valleys with the following conditions: Spans (distance between heals) 4W.W* or loss Maximum valley height.14%0" Maximum mean roof height: 30 foot ASCE 7.OS,140 mph, Enclosed. Cat 11, Exp 6,1-1.0, Kit=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kit=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 41-0" for 30 psf (TL) and 20 psf (To) Max. Space the cdppos 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 e- o c. (Typ) Connection Requirement Notes I I. •2x6 rakers to ridge 4.16d toe -nails Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails or through plywood sheathing 3. Cripple to rafter 416d toe -nails by cutting a 2"x6" notch in sheathing 111) 8 16d face -nails IL 4. Rafter to sleeper or blocking 516d toenails Rafter to two 2x6 sleepers 416d tot -nails S. Sleeper to truss 416d too -nails Two 2x6 sleepers to truss 316d roe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to lass 416d toe -nails 8. Pudin to (Typ) 316d tot -nails 9. Truss to blocking 4 16d toe -nails 20. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 316d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: l6d (0. 162'x3.S') COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0" Ionyynailedwl2.10d (0.143"x3") nalls. Or 2x4 " T" or scab reinforcement nailed to Rsl 211; of cripple with tOdl0.12a"4.0") nails at 6" o.a -T" or scab must be 90% of cripple length. Crippfes over 10'-0 long requre two CLR's or both (aces wl'T' or scab. Use stress graded lumber 6 box or common nails. Jarrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board 4nstall blocking under rafter it sleepers are not used. 4nstall blocking under cripples N cripples fall between lover truss top chords and lateral bracing is not used. Apply'all nailing In accordance to current NOS reyulromonts. Nails are common wire nails unless noted otherwise. I y G NS,'• z A) s) V ssVAhhlma taw Mm fTa10V Art tarts a nas M4,0 o e FVtrAllTw Rteom the ISIAvoc tD s L tnttaActms vicumm nc D6TALLm i trusses .vRdr..,.w". c.r. h feb NO. iva61 - TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01_/14 co rdla. w eteAZ f~ of Stet a.a.eg K's` f y i°..»m 1 11 &'W I r L" oraeslcrs aria! td Wfer iwse f rcoans. tnruaers ones te"P•Perr d+ca TIC DL 10 20 7 7 Throvee Pee `fie d a. KIN OtMslse, teP Clare else rave P, " ly seteered eb'bCo-al Oeeo" w b q __ Z44 twit have a traper+y setmrd r 71a cetwa Lee•tens deers fw werentnt teurd resumhtw was area lave traehg wCtWed per tf31 NCUfV It 87 ar sea, sa 4004came. #4wy sate. to _T f • e s STATE OF : BC DL 0 0 0 0 DRWG VACNV1801015 d Lt7l O Ltd w trvee w Pea"m ss do., eba.s o,d o, u. Joni arras. wdeaa noted owe, I •* Weer to !songs 16GA-z to. atuasr•d sure pesheans. 0C LL 0 0 0 0 luJfIW07MFMNY No•e, a /Was. d 11V ce anon" GaP ins dog not b -rak e.srle rw; true - eves s..ng. any, rssa e w "it w 4 ss I. eadarname " Nun" 1. w for wr. s 0 ORIQ11".. r TOT. LD.30 50 47 6t eateteuo. a brea,g or arosee. A ow en teaslbYeeg w solar Pepe gatfg this or otg, neamors sacepuncf of ,pwoksbal wtYas'rp.a s ey saty for tla shasw rho sfrh0y w .se or trds h gea•'. w....•• o• \ 4r c f: Sew .te.a..e 1s i6r..Pa„muty a,ug dgvw P.r «tarts I secs N L ` DUP. FAC. 1.25/1.15 3Jptsldtaq lane s Cq,MC Ori1s Allah Nrp %Ws JW. PA-v A notes mg. w "/ lab dim tal. etorg, taut we.spdMaatryo—g, reo ...lxa.r.grg pre' FACII\ G SPE ABQVE C Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001ALPINE w,TWcOWq alpineitw.com Site Information: ustomer. Carpenter Contractors of America Job Number N330090 bDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 ddress: City, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name. I License #: State: Address: Job Engineering Criteria: _ Design Code: FBC 6th Edition (2017) City, State, Zip: View Version: 17.02.02.1213.21 JRef M 1W71.189750056 Wind Standard: ASCE7_10 Wind Speed (mph): 150 I Roof Load (psO: 20.00-10.00- 0.00- Floor Load (pst). 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 53 truss drawings and 4 details. Item Seal # Truss 1 022.18.1024 39980 All 3 022.18.1024.39324 A3 5 022.18.1024.38699 A5G 7 022.181024.39869 BIG 9 022.18.1024.38949 B3 11 02218.1024.39573 B5G 13 022.18.1024.39074 C1 15 022.18.1024.38808 C3 17 022.18.1024 39338 MG1 19 022.18.1024.39323 MW 21 022.18.1024.38839 FG1 23 022.18.1024.39684 FG3 25 022.18.1024.38838 HJ7 27 022.18.1024.39824 HJ5 29 022.18.1024.31666 ER 31 022.18.1024.38948 EJ5 33 022.18.1024.38575 CJ5 35 022.18.1024.39729 CJ3A Item Seal # Truss 2 022.18.1024.39433 A2 4 022.18.1024.39198 A4 6 022.18.1024.39557 A6G 8 022.18.1024.38683 B2 10 022 18.1024.39057 B4 12 022.18.1024.38963 L1G 14 022.18.1024.39619 C2 16 022.18.1024.39683 C4G 18 022.18.1024.39588 MV6 20 022.18.1024.39463 MV2 22 022.18.1024.39183 FG2 24 022.18.1024.39511 FG4 26 022.18.1024.39027 HJ7L 28 022.18.1024.38713 HJ3 30 022.18.1024.38840 ERL 32 022.18.1024.38729 EMG 34 022.18.1024-12744x CJ13n r uynbet 36 022.18.1024. n • e a9 eoe ee roroe• u ni ifal ir)wtur. PriMnA copies 'hputanorioinalsorraturemusl ve vernwo usmgme ongmar eiearomc version. 000101pMasr"» H :..'") 44 No.70861 s STATE OF ss onA 0 t/23a018 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 9:49:34 PM ALPINE u.mvtovRvn Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com vac r.nvnrti a. vrr. Customer. Carpenter Contractors of America Job Number., N330090 JobDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Address- City, State, Zip: Item Seal # Truss 37 022 18.1024.39854 CJ51- 39 022.18.1024,38574 CJ1L 41 022.18.1024.39448 FT2 43 022.18.1024.39182 FT4 45 022.18.1024.38433 FT5GE 47 022.18.1024.39995 FT7 49 022.18.1024.39385 FT9 51 022.18.1024.38588 FT11 53 022.18.1024.39152 FT13 Item Seal # Truss 38 022.18.1024.38432 CJ3L 40 022 18.1024 39277 FT 1 G E 42 022.18.1024.38276 FT3 44 02218.1024.38917 FT4A 46 022.18.1024.39073 FT6 48 022.18.1024.38604 FT8 50 022.18.1024.39825 FT10 52 022.18.1024.38416 FT12 This docoment has been electronically ipnnA airv) r ni kal (ipnnh n.. primtrd copies without an original Signature must be verified osingthe original electronic version. 1 IIIIM H` nAT' ti No.170881 STATE OF J 4V 4 f•;°4 OR• Doff ss oNAi 01 /23/2018 Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 9:49:34 PM Job Numbec, N330090 I Ply. 1 I SEON• 10230 / T5 COMNI Cust. R8975 JRef• 1W7U89750056 TEEN BUILDER Oly: 6 FROM: JJP DrwNo: 022.18.1024.39980 Tru9s Label: At SN / WHK 01/22/2018 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 " 7'10.9 15' 1"39 T10"9 + 22'7 T1"7 "..F 'E" 7'10"9 1106 39 1' IL4 7'2'12 7- 2-12 I 7'9"4 1' T9"4 15' 272 12 30 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP: C Mean Height 23 91 tt 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 tt GCpi: 0.18 Wind Duration' 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 11Xx2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0.100 1 999 360 B 1543 / 430 / 1027/ - / 287 / 4.0 Lu: NA Cs NA VERT(TL): 0.383 1 999 240 F 1543 / 430 / 1027/ - / - / 4.0 Snow Duration. NA HORZ(LL): 0 045 H - Wind reactions based on MWFRS HORZ(TL) 0.110 H B Min Brg Width Req = 2.1 Code / Misc Criteria Creep Factor: 2.0 F Min Big Width Req = 2 1 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 972 Bearings B & F are a rigid surface TPI Std: 2014 Max BC CSI. 0.927 Rep Factors Used: Yes Max Web CSI: 0.417 Members not listed have forces less than 375# I Maximum Top Chord Forces Per Ply Jibs) FTIRT:20(0)/10(0) Chords Tens Comp Chords Tens. Comp Plate Type(s)' I WAVE VIEW Ver: 17 02 02A.1213.21 B - C 977 .2570 D - E 783 -1773 C - D 783 .1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2192 - 720 1 - H 2189 - 742 J - I 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp C -1 413 -822 I- E 413 -822 0 - I 935 - 383 y- i i i o. 708 1 ' SAT O coA 11(Q N lip"I 01/23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlin9, shi in installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and S CA) rbr saety iactices pnor to performing these functions. Installers shall provide temporary _ brawn per BCSI., Unless noted o erwi e3o or shall have roRerN attached structural sh aching and bottom chord hall hav a roper attach d rigqid ceilin . Locations shown or ermanent lateral restra nt bf webs shall hav bracing ins Ile p r SCSI sections $3', 7 or B10, as applicaltte Appplgy pplat s to each face ofPtruss and position as s lownab ove and on toe Join[ Detalls, unless not otherwise. Refer to ALPINE drawings160A-Z fOr stanaard plate positions. At " me, a division of ITW B itddi1nggCCom n ntg Gr Vp In shall not be responsiple for an deviation from this drawin an failure to build themmo tn) ss in cgnf rmance with N5I 1 1, or (nor handliri s iippina, installation and bracingq qi trussesA seal on this druwir qg or cover paaggee 2400 Lake Orange Dr. listing this rawinq indicates acceptance of proTessionar een sneering responsibilit yr sole) for the desi n shov7n. The suitabil Suite 150 anduseofthisdrawingforanystructureistheresponsib7noftheBuildingDesigrSerpePANSI/TPI 1 S$c.2. For more information see this'ob's general notes page and these web sites, ALPINE www al metw corn, TPI. www.t inst.or ; SBCA: www sbcindus com.:ICC: www.iccsale org Orlando FL, 32837 Job Number:, N330090 Ply. 1 SEON. 10237 / T4 / HIPS Cust: R R8975 JRef' 1 W7U89750056 TEEN BUILDER Oly: 2 FROM JRH DrwNo• 022.18 1024.39433 Tru" Label: A2 KM / OF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 1000 Des Ld' 4700 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " 6'94 13' 1 T 23712 + 30' 6'9"4 62"12 4' 62'12 6'9"4 06 6T2a0 30' 10, i 5' _i_ 5' 10' _i_1'_i 19 15' 20 130' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP C Mean Height: 23.41 ft 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 ft GCpi: 0.18 Wind Duration' 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP 2400f•2.OE Webs 2x4 SP #3 Lumber value set "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 W PI: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc Udell U# VERT( LL): 0.073 J 999 360 VERT( L)' 0.281 J 999 240 HORZ( LL). 0.027 1 - - HORZ( TL). 0.066 1 Creep Factor: 2 0 Max TC CSI, 0.451 Max BC CSI: 0.449 Max Web CSI: 0.243 VIEW Ver: 17 02 02A.1213.21 o. 7108 1 1 . COA, O NAIL„„• rllfrfpt01 / 23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 433 / 1032 / - / 254 14.0 G 1548 / 433 / 1032 / - /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 G Min Brg Width Req = 1.5 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 1058 - 2598 E - F 990 - 2227 C - D 9W - 2227 F - G 1057 - 2598 D - E 851 -1642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 2237 - 812 J -1 1635 -523 K - J 1635 - 501 I - G 2237 -840 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C - K 310 - 508 E - I 607 - 243 K - D 607 - 243 1 - F 310 - 5W WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fagri Gn, handl n9 ship g installing and bracing. Refer to and follow the latest edition of 13CSI,(Bullding t Safe Information, by PI an SBCA roe sae Piadlces prior to performing these functions Installers shall provide temporary SCSI., Unless noted othermse,top chord shall have property attached structural sheathin%and boItr r0 I sr cb ns ha 7 properly Idcellin . Locations shown for ermanent lateral restraint f webs shag have braun9 ins Iled p r C e AidAppyGlatestoeachface, o truss and position as shown above and on the Join`Detait , un ess noted otherwise Refer to 60A• Z for standard plate positions. a division of I vi 1, or for r r accetance any structure more Information www alpineitw com: TPI www his drawin an failure to build the on this dr wi I or coveripage ie des•-gn shovJIn. The suitability ALPINE NEM+ nWCOwMN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON. 10238 / T3 / HIPS Cust, R R8975 JRef. 1 W7UB9750056 TEEN BUILDER Oly. 2 FROM, JRH DrwNo. 022.18.1024 39324 Truso Label: A3 KM / DF 01/22/2018 5'11"4 11' 19, 23'102 3V F 5,11..4 -}- S,o»12 -}- B, -{- 4,10..2 -I- 6.1..14 65X5 T2 %5ED 30' 1' 10, 10, 10, 1' r i 10, + 20' + 30' Loading Criteria (psi) 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 " Wind Criteria Wind Sid ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category' II EXP C Mean Height: 22.91 it TCDL. 4.2 psf BCDL 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Value Set 13B (Effective 6/112013) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT' W Pf: NA Ce: NA Lu' NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 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)' 0.100 1 999 360 VERT(TL). 0.361 1 999 240 HORZ(LL): 0.0401 - HORZ(TL): 0.092 1 Creep Factor. 2 0 Max TC CSI' 0 922 Max BC CSI: 0.878 Max Web CSI: 0.210 VIEW Ver 17.02.02AA213.21 Maximum Reactions (Ibs) Ldc R /U /Rw /Rh /RL /W B 1596 / 671 / 1031 / - / 220 140 G 1618 /671 /1031/- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Big Width Req = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Malilmum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1137 - 2730 E - F 1031 - 2415 C - D 1026 - 2362 F - G 1130 - 2771 D - E 948 -1956 Top chord 2x4 SP #2 N 'T2 2x4 SP #1. Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp Chords Tens Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N Lumber value set "I 3B" uses design values B - J 2357 -902 I • G 2390 - 892 approved 1/30/2013 by ALSC J • 1 1995 -647 Bracing Maximum Web Forces Per Ply (Ibs) a) 1 X4 #3SRB or better continuous lateral restraint Webs Tens.Comp. Webs Tens Comp. to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min ). Restraint material to be C - J 285 - 387 E • I 552 178 supplied and attached at both ends to a suitable J - D 544 -168 I • F 281 •378 support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) p+1 nnuryr/ scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and t9" f .,..... • ' 1 i/'',, 80% length of web member. Attach with 0.128x3" gun nails Q 6" oc. 3d e e E '• `' JT ` G SF '. Loading i 0.710Trusspassedcheckfor20psfadditionalbottom chord live load in areas with 42"-high x 24"-wide clearance. a` Wind A t SAT O Wind bads based on MWFRS with additional C&C design ce. member COA tc7lJQNAL 01 /23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , hhandlingg shi ping installing,and bracing. , Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for saf°ey practices prior to performing these functions. Installers shall provide tempora braGn per BCSI., Unless noted o erwise,top chord shall have pro attached structural sheathing and bottom Nord shall hav a prope attach tl ri id ceilln Lovations shown for Dermanent lateral restraint bf webs shall hav braacingq ns[dlled per BC I sections D3, 7 or et , as appicabte. AppTey Plates to each face of truss and position as shown above and on the Join[ etails, unless noted otherwise. Refer to A LPI N Edrawings160A•Z for standard plate positions Alpine, a division of ITW BuUildl1'n CComponent Grou In shall not be responsible for any deviation from this drewina,an failure to build the ,,,,,w o,,,,,r, truss in conformance with AN51l PI 1, or foriandur q s lippmq, Instellatldn and bracing pf trussesA seal on thlg dr3wir q or cover page 2a00 Lake Orange Dr. Ifstin this drawing indicates acceptance of Pro essiona en meerinq re onsibility solely or the deli n shown. The sui bllf Suite 150anduseofthisdrawingforanystructureismeresponsibilityoftheBuildngDesigrSerperANSIITPI15c.2. For more information see tMsob's eneral owes page and these _weD ages _ALPINE www eipmeitw Com, TPI www i 'nsi w .SBCA. vmnvsbdndus .win; ICC: www.rtcsafe. Orlando FL, 32837 Job Number: N330090 I Ply: 1 I SEON. 10239 / T2 / HIPS I Cust. R R8975 JRel' 1 W7U89750056 TEEN BUILDER Oty. 2 FROM, JJP DrwNo: 022 18 1024.39198 Trust Label: A4 KM / DF 01/22/2018 T 9' 15, 21' 30' 6' 9' 6X6 =4XD4 T2 =6E 30' 1 , 10, + 10, + 10, r 1 1 V 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 2000 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 17.00 Speed: 150 mph PI: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 47.00 NCBCLL: 10.00 Mean Height, 22.41 It Code / Misc Criteria Soffit: 0.00 TCDL: 4.2 psf BCDL 5 0 psf Bldg Code FBC 61h ed 201 Load Duration. 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std, 2014 Spacing: 24.0 " C&C Dist a 3.00 it Rep Factors Used: Yes Loc. from endwall. not In 9.00 ft FT/RT:20(0)/10(0) GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 24001-2.OE :T2 20 SP #2 N Bot chord 20 SP #1 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. Defl/CSI Criteria Maximum Reactions (tbs) PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL / W B 1548 / 659 / 1023/ - / 187 / 4 0VERT(LL) 0.083 D 999 360, VERT(TL)- 0 320 D 999 240 F 1548 / 659 / 1023 / - / - 14.0 HORZ(LL). 0.036 H - - Wind reactions based on MWFRS HORZ(TL). 0.087 H B Min Big Width Req = 1 8 Creep Factor: 2.0 F Min Big Width Req = 1.8 Max TC CSI: 0.799 Bearings B & F are a rigid surface. Max BC CSI: 0.855 Max Web CSI: 0.262 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. VIEW Ver: 17.02.02A.1213 21 B - C 1024 -2467 D - E 1043 -2171 C - D 1044 - 2171 E - F 1024 - 2467 0.7108 as SAT O COA ONAL ft mprra`'/` 01/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. B - 1 2080 -756 H - F 2080 -774 I- H 2383 -886 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C-1 517 -124 H-E 517 -124 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in (abricatin h ndlin9 shrupin installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI an S CA) gi safety eraclrces prior to performing these functions. Installers shall provide temporary r SCSI.. Unless noted otherwise,top chord shall have proRer r attached structural sheathing and bottom Nord Shall hav a propelly oid ceiling. Locations shown for ermanent latgral restraint 5f wpbs shall hav bracinoanst811ed pfr BC I sections ¢3, 7 or 810, e. App y Plat s to each face, o truss and position as shown a ove and on tI a Jomf etails, un ess noted otherwise. Refer to 60A-Z for sta i and plate positions. a division o1 rl Pt 1, or for n acceptance any sructure shall not TPI www failure to build the 1 or cover page n. The suitability ALPINENE mrrwcornwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number:,N330090 Ply. 1 SEQN: 10240 / T1 / HIPS Cust• RR8975 JRel. 1W7U89750056 TEEN BUILDER Qty. 1 FROM: JRH ' DrwNo: 022.18.1024 38699 Truro Label: A5G KM / OF 01/22/2018 i 3'3" 7' i 117'12 15'74 23' _ 30 J I- 3,3„ i 3.9. - r 4,2„12 i 4.4 87.4„12 7, c8X8 4X6 1112X4 It-8X8 D E F T2 G 12 6T T2X4Ca) a) W a5X5(C7) v, c Io w06(C8 B W2 I v H 1 .- A I 1 w4X8(C8) M6X8 mH1014 i 1112X4 3X6(C1) 30' 1' 6'10"4 8'9" 7'6"8 6'10"4 1' f 6'10"4 15'7"4 23'1"12 30' Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C DDes Ld. 4700Desd.: Mean Height: 21.91 it 10.00 TCDL: 4 2 psf Soffit: 0.00 BCDL: 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a, 3 00 ft Loc. from endwall: Any GCpi. 0.18 Wind Duration, 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP 24001.2.0E T3 20 SP 24001-2 OE: Sot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2 2x4 SP #2 N: W6 2x6 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113'x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf. NA Ce: NA VERT(LL)' 0.259 F 999 360 Lu: NA Cs: NA VERT(TL). 0.972 F 579 240 Snow Duration, NA HORZ(LL). 0.060 J - - HORZ(TL): 0.143 J Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0.974 TPI Std. 2014 Max BC CSI: 0 744 Rep Factors Used: Yes Max Web CSI. 0 857 FT/RT.20(0)/10(0) Plate Type(s) VIEW Ver• 17 02 02A 1213.21WAVE, HS Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.00 to 78 pit at 7.00 TC: From 39 pit at 7.00 to 39 pit at 15 60 TC: From 78 pit at 15.60 to 78 pit at 31.00 BC: From 20 pit at 0.00 to 20 pit at 7.05 BC' From 10 pit at 7 05 to 10 pit at 15.60 BC: From 20 pit at 15 60 to 20 pit at 30.00 TC: 438 lb Conc. Load at 7 05 TC: 101 Ib Conc. Load at 7 06 TC: 237 lb Conc Load at 9.06,11 06,13.06,15.00 BC 583 lb Conc Load at 7.05 BC 136 lb Conc. Load at 9 06,11.06,13.06,15.00 BC: 1498 lb Conc. Load at 15 60 P' H " 3 ;o•OE ••'S •' i 10.7108 1 o:• S T 0 ; 4! IFS •••........•.Nv ,+ COA rte a sIQNAI. 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l on any Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL W B 3759 / 1365 / - / - / • 4.0 H 3028 /1149 /• /- I- 4.0 reactions based on MWFRSIWindBMinBrgWidthReq = 3 1 IH Min Brg Width Req = 2.5 Bearings B & H are a rigid surface. I Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 2753 - 7692 E - F 3366 - 9482 C - D 2635 - 7593 F - G 7 - 9483 D - E 2310 - 6681 G - H 2217 - 5983 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 6803 - 2425 K - J 5269 -1931 Q - K 8544 - 3066 J - H 5275 -1929 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. L i- D 2414 - 661 F - K 416 - 704 L E 958 - 2360 K - G 4642 -1581 E!- K 1186 -380 INSTALLERS w the latest edition of BCSI (Building is Installers shall provide;terhp=:a nd bottorr2 hor shall haveg a pro er BG Is Q3, IB7 or 910, ed peri, unless noted otherwise.) kefer to ALPINE n this drawin anriY failure to build the at ondthis dr winq or cover pagQ W 2400 lake Orange Dr. 511TPI 1111c Zhov3n. The suitability Suite 150 car.. . 5e. w , w,,. arc ,...•.... Orlando FL. 32837 Job Number: N330090 I Py. 1 I SEON: 10241 / T6 / HIPS I Cust, R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly 1 FROM. HMT DrwNo: 022.18.1024 39557 Truss Label: A6G KM / OF 01/22/20t8 7' 10'1'12 15' 19'10"4 23' 30' 7' 3'1"12 4'10"4 4'10"4 3'1"12 7' 6C6 SO4 1114E4 T2 = 4F4 =_6G6 T 12 6 M O_ T N iIh 9 O H i 79 A _ 5X8(C2) 1112X4 =SS0712 =-4X8=SS0712 112X4 =5X8( C))v 1 2X4(C2) =2X4(C2) c 30' i 1' 6'10"4 12 5' 5' _13'1"12 6'10"4 1' i 6' 10"4 10' + 15. + 20. 23'1"12 30' -r Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions fibs) TCLL 2000 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT' NA PP Deflection in loc Udefl U# I & R / U / Rw / Rh / RL / W TCDL. 17.00 Speed: ISO mph Pf: NA Ce- NA VERT(LL) 0.254 E 999 360 B . 3047 / 1238 / - / - / - / 4 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.985 E 575 240 H 3048 / 1239 / - / - / - / 4.0 BCDL: 10.00 Risk Category II Snow Duration. NA HORZ(LL). 0.077 J - - Wind reactions based on MWFRS EXP: C HORZ : 0.188 J B . Min B Width Re 2.5 DesLd: 47.00 (TL) q = NCBCLL: 0.00 Mean Height 21 91 It Code I Misc Criteria Creep Factor 2.0 H 'Min Big Width Req = 2.5 Soffit 0 00 TCDL: 4.2 psi Bldg Code: FBC 6th ed 201 Max TC CSI 0.681 Bearings B & H are a rigid surface. BCDL 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 Spacing24. 0 " C&C Dist a: 3.00 ft Rep Factors Used No Max Web CSI: 0.729 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. GCpi: 0 18 Plate Type(s): Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02 02A.1213.21 B - C 2526 -6332 E - F 2526 -6334 7185 Lumber C - D 2526 - 6332 F - G 2526 - 6334 D - E 2866 - 7185 G - H 2372 - 5872 Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE 32 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2.OE Chords Tens.Comp Chords Tens. Comp Webs 2x4 SP #3 L1 Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - N 1 5148 -2055 L - K 6435 - 2578 Lumber value set "131T" uses design values N - M I 5121 - 2049 K - J 5123 - 2050 approved 1/30/2013 by ALSC M - L 6434 •2577 J - H 5150 - 2056 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs. Webs' Tens Comp. Webs Tens. Comp Wind N • C 643 -146 L - F 922 - 354 Wind loads and reactions based on MWFRS C - M i 1913 -752 F - K 642 -1252 Mtn++ nnurprnrrr M • D 643 -1253 K - G 1912 - 751 H• ri D-L 924 -355 G-J 645 -147 Sic' . C No. 7.08 1 at• S T O ; i •• d• ,4 c F tC •' COA # oli NA 0.a`" 01 / 23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricating h ndlin9 shI in ins talling_and braclng. ,Refer to and fgllow the latest edition of BCSI (Building Component Safety Information, by TPI and S CA) tbi safety ractices prior to performing these functions Installers shall provide terhporarrvy bracin per BCSI., UNess noted olnerwise,top chord shall have properly attached structural sheathing and bottom or shall hav a properly attachd rigid ceilin .Locations shown for Dermanerlt latgral restraint bf webs shall have bracingjnstalied per BCSIs ections B3, 7 or 810, as app iCa e. Apply t is to each face of Voss and position as shown above and on the oin etails, unless noted otherwise. Refer, to ALPINE drawings16OA-Z for standard plate positions. AI m a division of ITW B itdd11nt CCom ngntS Grpup In shall not be re ponsiple for an deviation from this dr win a y failure to build the rlpcI nformance with NSI aPI 1 DO for handtiA shi pm , installat%nand braung y f,trussesA eat on th s dr wPi1 or cover pa e , , 2400 Lake Orange Dr.W istin this rawin indica es acce lance of ro essponaq en ineerin responsibgli sole gor the desi n sho gn. The suig bility Suite t50 gdtppIrgt Nt W Ta and arse of this rawing for any structure is me responsibilit o(the Building DesigiSer per`ANSI/TPI 1 S c.2. For more inlormabon see This Ob's eneral notes end These web sues: ALPINE: www.at nenw.com; TPI' www. mst.or ; SBCA' www sbcindust wm; ICC: www.icuafe org Orlando FL, 32837 Job Number:, N330090 Ply: 2 SEON: 10242 / T26 / COMN Cusl: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Oly. 1 FROM: JRH DrwNo• 022 18.1024.39869 Truss Label. BIG KM / DF 01/22/2018 2 Complete Trusses Required 5'8'12 10'6" 15.9.4 21`4• 5'6'12 5'17 S1.4 5612 64X4D 21'4' 5'S- 5'3- 5'Y 4'11• F 1• 5'5• TOT 15'11' 2910" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category. II EXP. C Des Ld. 47.00 Mean Height: 15.00 it NCBCLL. 0.00 TCDL: 4.2 psi Soffit, 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall Any GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 03SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.11Yx2 5",min) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 6.25" o.c. Webs 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur Fac =1.25 / Plate Dur.Fac =1.25) TC: From 78 pit at -1 00 to 78 ph at 1580 TC' From 39 pit at 15.80 to 39 pit at 1847 TC: From 78 pit at 18.47 to 78 pit at 22.33 BC: From 20 pit at 0.00 to 20 pit at 15.80 BC: From 10 pit at 15.80 to 10 pit at 18.47 BC' From 20 pit at 18.47 to 20 pit at 21.33 BC: 3753 lb Conc. Load at 15 80 BC, 1263 lb Conc. Load at 18.47 Snow Criteria (P9,Pf in PSF) Pg- NA Ct- NA CAT W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.088 H 999 360 VERT(TL): 0.328 H 999 240i HORZ(LL)- 0.019 H - HORZ(TL): 0.045 H Creep Factor: 2.0 Max TC CSI 0.658 Max BC CSI: 0.597 Max Web CSI: 0.838 VIEW Ver: 17.02.02A 1213 21 Wind Wind loads and reactions based on MWFRS. i i i • 4 co A 4 0'herlpNA1,,a 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' any Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 2222 / 466 / - I • / - / 8.0 F 4909 /779 /- I- /- /8.0 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 F Min Brg Width Req = 2.0 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 401 - 2091 D - E 327 -1863 C - D 328 -1865 E - F 663 - 4470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 1836 - 342 I - H 3909 - 573 J - I 1836 - 343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. D - 1 1416 -173 E - H 2201 - 228 I - E 338 - 2573 INSTALLERS Dw the latest edlhon of SCSI (Building 1s. Installers shall provide terhporarryy nd bott2m hord shall hav a pro elr led per BCI secbons B3, 7 or 10 unless noted otherwise. Refer to failure to buildthe 4fhe suitability ALPINEINE m" w' v x. 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON: 10243 / T25 / COMN Cusl RR8975 JRel: 1W7U89750056 TEEN BUILDER Oly 1 FROM: JLJ DrwNo: 022.18.1024 38683 Truss Label: 82 1 KM / OF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL' 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld' 4700 NCBCLL. 10.00 Soffit: 0.00 Load Duration 1 25 Spacing. 24.0 " 101` 15'11` 21'4" j- 5,5,. S.3.. 5.3. 5.5" w 04D 21'4" 8' IT4" 21'4` 1 Wind Criteria Wind Sid ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 15.00 fl 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 2x4 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. Snow Criteria (P9,P1 in PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs' NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 6th ed TPI Sid: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.049 1 999 360 VERT(TL): 0186 1 999 240 HORZ(LL): 0.020 H - - HORZ(TL): 0.049 H Creep Factor: 2 0 Max TC CSI: 0 375 Max BC CSI: 0.688 Max Web CSI: 0.177 VIEW Ver: 17 02.02A.1213.21 k E Sic' 0.708 1 ' a; S T O .• COA #08r w a 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricalina. handlina. shiooina. installing and bracing. Refer to and follow the latest e any lion as snown aoove ano on 1r shall not be responsible for am ppmg mstallabon and bracing, onaf en ineering responsib onsibilit? of the Building Des es ALPINE wwwalpinedw.com;TPI Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 / 322 / 774 / - / - / 8 0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings 8 8 F are a rigid surface. Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 608 -1765 D - E 570 -1474 C - D 570 -1475 E - F 608 -1764 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - 1 1511 - 434 H - F 1510 - 460 I - H 1029 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C -1 225 - 395 D - H 461 -172 I - D 464 -172 H - E 224 - 395 of failure to build the ncoverpaThesuiatility ALPINE 0"M.IiNrY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 Ply: 1 SEQN: 10244 / T32 / COMN Cusl: R R8975 JRef. 1 W71,189750056 TEEN BUILDER Qly. 3 FROKHMT DrwNo' 022 18.1024 38949 Truss Label. 83 1 1 KM / DF 01/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 1700 BCLL 000 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10 00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: li EXP: C Mean Height: 15 00 fl 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 #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure 5'S" 1018' 15'8" ' i 57 5' a04 D 10'8" 10'e' 5' 15'8- Snow Criteria (Pg,Pt in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt. NA Ce: NA VERT(LL): 0 018 C 999 360 B 856 / 237 / 628 / - / 169 / 8.0 Lu: NA Cs' NA VERT(TL): 0 086 G 999 240 F 757 / 221 / 466 / - / - / - Snow Duration- NA HORZ(LL): 0 007 G - Wind reactions based on MWFRS HORZ(TL): 0.023 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = - Bldg Code' FBC 6th.ed 201 Max TC CSI' 0 485 Bearing B is a rigid surface TPI Sid' 2014 Max BC CSI 0 538 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.327 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp WAVE VIEW Ver: 17 02 02A.1213.21 B - C 430 -1161 D - E 302 - 691 C-D 292 -711 H. .-r0"" 0 cE s • ;< s'. I :. X0841 v e at S T O • NCID #0 ls AIawmiillL a 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 985 - 436 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - G 265 - 483 E - F 337 - 744 G - E 619 - 218 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg, shlapin , installing and bracin . Refer to and follow the latest edition of BCSI BuildinComponentSafetyInformation, b TPI ang S9CA) twr safety e1ractices prior to performing these functions Installers shall provide to porar 9 brace ppper SCSI . Unless noted oY erwise,to chord shall have pro attached structural sheathing and bottorl chord shall hav a roperlattachadrqidceilinLocationssownforDermanentlateralrestraintbfwbsshallhavbracinginsfelledperBCSIsecbonsB3, 7 or B10Y as app Ica a Apply CtatBs to each face o truss and position as shown a ove and on tpfte win Details, unless not othenvlse. Refer to ALPINEdrawings160A-Z for stantlard plate positions At in a division of ITW Bl itddl1'ncc CCom n ntS GT up In sh II not be respponsible for anydeviation from this drawin an failure to build thetrussInconformancewithAN51lTPI1, o for handllri slliDpin ,Ins IlatiOn and brawn f trussesA eat on this dr wiXq or Cover page 2400 Lake Orange Or listing this drawing indicates acceptance of pro) essionar en ineenng responslbility solely or the de si n shoWn. The suiTability Suite Lake and use of this drawing for any structure is the responsibilit of the Building Desigrter perANSlffPl 1 S$c.2.150 For more mmwow tormawn seethisob's general notes page end these web sites ALPINE: www al eihw com; TPI , inst or ; SBCA www sbdndus .com ICC• www.i=afe.o Orlando FL, 32837 Job Number: N330090 I Ply: 1 I SEON• 10245 / T23 / HIPS I Cust. R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly' 1 FROM JRH DrwNo: 022 18 1024 39057 Truss Label: B4 KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld: 4700 NCBCLL: 10 00 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " Lumber 12'4" + 16'S" 21'4" 37 4'1" 4'11" a4X6 a4X4 D E 21'4" 8 5 4" 8 1 8' 13'4" 21'4" 1 Wind Criteria Wind Sid. ASCE 7-10 Speed: 150 mph Enclosure: Closed 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 ft Loc. from endwall: not in 4.50 It GCpi. 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sol chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS Snow Criteria (P9,Pf in PSF) Fig NA Ct: NA CAT: W Pf: NA Ce NA Lu NA Cs. NA Snow Duration. NA Code I Misc Criteria Bldg Code, FBC 6th ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT.20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.075 D 999 360 VERT(TL): 0.329 E 999 240 HORZ(LL)' 0.035 D - HORZ(TL): 0.051 1 - - Creep Factor. 2.0 Max TC CSI. 0 390 Max BC CSI: 0.682 Max Web CSI: 0.150 VIEW Ver: 17 02.02A.1213.21 GE S o. 7.08 1 ' S T O v COA #0 1., •a 01 /23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 323 / 773 / - / 186 / 8.0 G 1123 / 323 / 773 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 G Min Brg Width Req = 1.6 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 674 -1779 E - F 604 -1475 C - D 604 -1475 F - G 674 -1779 D-E 553 -1173 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - J 1527 - SW I - G 1527 - 526 J-1 1173 -325 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. J - D 393 -121 I - F 222 - 398 E-1 390 -121 ALL CONTRACTORS INCLUDING THE INSTALLERS t, installing_and bracing _ Refer to and follow the latest edition of failure to build the i or cover pa e n. The sut bility ALPINE any w+mvcowo+r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330090 Ply 1 SEON, 10246 / T16 / HIPS Cusl: RR8975 JRel: 1VV7U89750056 TEEN BUILDER 01y. 1 FROM, JRH DrwNo. 022.18.1024.39573 Truss Label: B5G KM / DF 01/22/2018 i 7 144 -i 214 i f 7' T4,. 7' e8CX8 T2 = 6XD6 1 7'1"12 7'1"12 Loading Criteria (psf) Wind Criteria TCLL' 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL. 10.00 Risk Category: II EXP. C Des Ld. 47.00 Mean Height 15.00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 IN Loc from endwall: NA GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x6 SP SS: Bot chord 2x4 SP #1 Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1.0.0 overhang. End jacks have 7-0-0 setback with 0.0-0 cant and 1-0.0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. 21'4" 6'10" 4 14' 7'4" 21'4" Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT NA PP Deflection in loc Udell U# LOCI R / U / Rw / Rh / RL / W B 2135 / 617 / - I - / - / 8.0Pf• NA Ce, NA VERT(LL): 0.102 H 999 360 Lu: NA Cs NA VERT(TL): 0.395 H 999 240 E 2136 / 617 / - / - / - / 8.0 Snow Duration NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ(TL): 0.101 G Creep Factor: 2.0 B Min Brg Width Reg = 2.5 E Min Brg Width Reg = 2.5Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std. 2014 Max TC CSI 0 930 Max BC CSI: 0 890 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): Max Web CSI: 0.308 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I VIEW Ver. 17.02.02A.1213 21 B. Ct 1112 - 3922 D - E 1113 - 3813 WAVE C - D' 956 - 3479 o, 1 v GE Sic' •. C 0. 7.08 1 o ;• S/ AT O COAOfua>fONAl.E r•, 01 /232018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - H 3419 - 952 G - E 3412 - 953 H - G 3452 - 953 Maximum Web Forces Per Ply (Ibs) Webs; Tens.Comp Webs Tens. Comp C - H 802 - 41 G - D 808 -43 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me rein fabricatin , handlin shiuupin installing and bracing. , Refer to and follow the latest edition of BCSI (Buildingormation, byy TPIIan SBCA) f i salety Nctices prior to performing these functions. Installers shall provide terhporary less noted olherwise,top Chord shall have progeny attached structural sheathing and bott2m hord shall have a progeny Locations shown for ermanent lateral restraaint bf webs shall hav bre8cinqg im4.11ed per BC I sections $3, 87 or 1 Dlates to each face ofatruss and Dosition as shown above and on tt a JoinfDetails, unless notes otherwise. Refer to any from this dr winq,a failure to build the seal on th s drawiXI or cover page or the des i r c ZhoWn. The sulTabllity Ora: SBCASBCA• www sbondustry Com. ICC: www iCcsaflCC: www iasaf ALPINEINE mrrwcawwx 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 I Ply. 1 I SEQN• 10247 / T47 / HIPS I Cust. R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly 1 FROM. JRH DrwNo' 022.18 1024.38963 Truss Label: L1G KM / OF 01/222018 fi Loading Criteria (psq TCLL: 20.00 TCDL 1700 BCLL: 0.00 BCDL: 1000 Des Ld: 47 00 NCBCLL: 10.00 Soffit: 000 Load Duration: 1.25 Spacing 24 0 " 7' 9' 1 16' 7' 2' 17' 5X5 = 5X8 12 C T2 p 16' 7'3"8 1'6"12 7'1"12 1 7'3"8 8'10"4 16' 1 Wind Criteria Wind Sid' ASCE 7-10 Speed' 150 mph Enclosure. Closed Risk Category: II EXP C Mean Height: 15.00 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 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 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP 01 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 76 pit at -1 00 to 76 pit at 7.00 TC. From 38 pit at 7.00 to 38 pit at 9.00 TC. From 76 pit at 9.00 to 76 pit at 17.00 BC: From 20 pit at 0.00 to 20 pit at 7.03 BC: From 10 pit at 7.03 to 10 pit at 8.97 BC: From 20 pit at 8.97 to 20 pit at 16.00 TC: 411 lb Conc. Load at 7 03, 8.97 TC' 97 lb Conc Load at 7 06, 8.94 BC: 586 lb Conc. Load at 7.03, 8.97 Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL Pf: NA Ce' NA VERT(LL): 0.117 G 999 360 B 1890 / 580 /- Lu: NA Cs: NA VERT(TL): 0 431 G 688 240 E 1890 / 580 /- Snow Duration: NA HORZ(LL): 0 040 G - Wind reactions based on MWFRS HORZ(fL): 0 093 G B Min Brg Width Req = 2.2 Code / Mise Criteria Creep Factor: 2 0 E Min Brg Width Req = 2.2 Bldg Code: FBC 6th.ed 201 Max TC CSI 0 606 Bearings B 8 E are a rigid surface TPI Std: 2014 R F t U dY Max BC CSI: 0.921 M Wa b CSI 0 248 Bearings B 6 E require a seat plate. T 1 W 80 80 ep ac ors se . es ax Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver. 17.02.02A.12713 .21 B • C 1376 - 4578 D • E 1377 •4586 C . D 1272 - 4348 n • q r Nl% vGE Sic •. < 9. i o. 7108 1 1t e S T O 01 / 23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - H 4269 -1267 G - E 4276 -1267 H - G 4313 -1270 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 653 - 44 G - D 610 - 40 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shrpprn installing•and bracing Refer to and follow the latest edition of BCSI (Building SafetyInformation, by TPI an SBCA) safely ractices prior to perfo ming these functions. Installers shall provide temporary rBCSI. Unless noted oy erwise,top chord shallhaveproperty attache structural sheathing8and bpo112rr1 chsr c hallhave av B7properlynid cerlingLocationsshownforermanentlatralrestntfwebssallhavebracininsIlederBCSIeB0ae._ AQpTyplatestoeachfaceopitrussandpositionasshownaboveandontheointgDeta,ls, unless noted otherwse. Refer to a division of ri Pi 1, or for ii acceptance any structure his drewinga failure to build the on th,drwXgorcoverpageLedesIgnshown. The suitability www sbundus com, iCC. wwwiCC. www ALPINE NENrnvcowrx 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON. 10248 %! T18 / COMN Cusl R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly 2 FROM JJP DrwNo. 022 18 1024.39074 Tryss Label: Cl KM / OF 01/22/2018 I 77• 14'4" f 7,2., 77 I 2 7'2' 7.2.. III(A4 14'4" i 2X4(A1) 7'2" 14'4" 1 Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria A'Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT.NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W A! 698 / 191 / 453 / - / 142 / - TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.016 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0.062 E 999 240 Cl 785 / 223 / 540 / - / - 14.0 BCDL. 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.010 E - - Wind reactions based on MWFRS Des Ld. 47.00 EXP: C HORZ . 0.023 ETL) A' Min Br Width Reg q = - Code I Misc CriteriaNCBCLL10.00 Mean Height 21.95 tt Creep Factor: 2.0 C 1 Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psi Bldg Code FBC 6th ed 201 Max TC CSI: 0.702 Bearing C is a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h TPI Std. 2014 Max BC CSI 0.744 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a 3.00 it Rep Factors Used, Yes Max Web CSI: 0.128 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens. Comp GCpi 0 18 Plate Type(s) VIEW Ver: 17.02 02A.1213 21 A - B 45 -992 B - C 434 - 995WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. J:••'GE Sir •. C 0.7,08 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A -'E 797 - 268 E - C 797 .268 SAT COA'AIi, TONAL N •°' 01/231 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabricatin , handling9 shin in installin and bracin ..Refer to and i Ilow the la est edition of SCSI BuildinComponentSafetyInformation, by TPI an SBCA) TOi saleti ractices prior to performing these functions. Installers shall provide temporary _ bradn Der BCSI.• Unless noted o erwise,to chord shall have roPerN attached structural sheathing and bolt2m ord hall have a ropeattachdnqidceillnLocationsshownforermanentlatgralrestraint5fwbsshallhavbraadnins[lie d pgr BC I sect hall Q3, B7 or 810, as app ica a App y plates to each face o truss and position as shown a ove and on the Joint9DeI its, un ess noted otherwise. I (tefer to A L IPNEdrawings160A-Z for standard plate positions. Alpine, a division of ITW B1ritddl1n CCompon ntS Gro uep Inc shall not be responsible for any deviation from this drewin any failure to build the .nmvCo+rar truss in of4rmanu with ANSI PI 1, or or handlirf shipping, installation and brawny of trussesA eal on thi; dr wirl or cover p#9e • • 2400 Lake Orange Dr. listin this Srrawinq indicates acceptance of proTessionaf en ine ring responsibility solel r or the desi n sho n. The Isurtabrhty Suite t 50and se o this Sawing for any structure Is a responsibilit of file Building Desig er pe ANSIlTPI 1 S c.2. For more inlormaGon see This b's enerel notes a end iilese weD sues ALPINE www.al ' elnv.wm; TPP www.t Inst or SBCA• www sbdndusi win, ICC: www.ltrsale org Orlando FL, 32837 Job Number. N330090 I Ply: 1 I SEON 10249 / T14 / HIPS I Cusl: RR8975 JRef. 1W7U89750056 TEEN BUILDER Oly 1 FROM: JJP DiwNo' 022 18 1024.39619 Truss Label: C2 KM / DF 01/22/2018 2 6'6" 7'10" 14'4" 6'6" 1'4" 6'6" a4X6 zZ06 B C nhn=2X4(A1) 14'4" 6'9"8 7'6"8 6'9"8 14'4" 1 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std, ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL, 1700 Speed. 150 mph Pf: NA Ce- NA VERT(LL). -0.015 F 999 360 BCLL. 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 052 F 999 240 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL)- -0.009 F - Des Ld. 47.00 EXP:C Mean Height. 21.78 It HORZ 0 020 F - - NCBCLL. 10.00 TCDL: 4.2 psf Code / Misc CriteriaCode Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI 0 617 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI. 0.742 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.080 Loc. from endwall: not in 9.00 fl FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s), VIEW Ver 17.02 02A 1213 21WindDuration1.60 WAVE 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 Wind Wind loads based on MWFRS with additional C&C member design. o. 708 1 ' ot• SAT O : 0Fs •....,..•• Nv0 COA5'ft UNAL _N., O 1 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 on any Maximum Reactions fibs) Lot R /U /Rw /Rh /RL /W A 698 / 280 / 454 / - / 131 / - D 785 / 326 / 541 / • / • 140 Wind reactions based on MWFRS A Min Brg Width Req = . D Min Brg Width Req = 1.5 Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A - B 478 -1011 C - D 464 - 987 B - C 498 - 826 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 817 - 292 F - D 793 - 301 INSTALLERS ow the latest edition of BCSI (Building 1s Installers shall provideltemporarryy nd bottomr hord shall hav a proLp erl ledprBGIseclionsB3, 7 or B10Y Refers, unless noted otherwise to ALPINE n this drawi77ligg apX failure to build the alonthistlr0wlrlgorcove pa e , minwo r Lake 2400LakeOrange Dr rthedesinshown. The sultability SIfTPI 1 S$c.2.150 SuiteSBCA. www sbrindusuy com. ICC: www iccsare oro Orlando FL, 32837 Job Number: N330090 Ply: 1 I SEON. 10250 / T10 / SPEC I Cust R R8975 JRef: 1 W7U89750056 TEEN BUILDER Oly 1 FROM: JJP DrwNo: 022.18 1024 38808 Truss Label: C3 KM / DF 01/22/2018 4.6 7.2" 8'6" 14'4" i 4'6" " 1 2.8" '1 1.4" ' 4X4 D 14'4" 4'9"8 3'6"12 5'l 1"12 I" 4'9"8 '." 84"4 14-4- _ i _ 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Fl in PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Locl R / U / Rw / Rh / RL / W TCDL: 1700 Speed, 150 mph PC NA Ce: NA VERT(LL) 0.022 C 999 360 A 699 / 277 / 450 / - 1119 / 4.0 BCLL 000 Enclosure, Closed Lu NA Cs: NA VERT(TL) 0.084 C 999 240 E 784 / 321 / 538 I - / • / 4.0 BCDL: 1000 Risk Category: II Snow Duration. NA HORZ(LL). 0.009 G - Wind reactions based on MWFRS EXP: C HORZ L . 0.021 G A Min Br Width Re 1.5DesLd. 47.00 Mean Height: 21 62 fl ) g q g Code I Misc Criteria CreepFactor: 2.0 E Min Big Width Req = 1.5 Noffit: 10.00 TCDL 4 2 psf Bearings A & E are a rigid surface. Soffit: 000 BCDL 5.0 psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.450 g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.451 Spacing 24.0 " C&C Dist a- 3.00 0 Rep Factors Used: Yes Max Web CSI 0 182 Maximum op Chord Forces s not listed have sless than 5# Per Ply (I s Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens Comp. GCpi: 0.18 Plate Type(s)- Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 A - B: 614 -1106 C - D 596 •938 Lumber B - C, 607 -949 D - E 560 .1031 Value Set 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N Chords Tens Comp Chords Tens Comp. Bot chord 20 SP #2 N Webs 2x4 SP #3 A - H 928 -456 G - E 842 -393 Lumber value set "1313" uses design values H - G ; 1044 - 524 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp Webs Tens. Comp Wind loads based on MWFRS with additional C&C member design C - G 293 •390 G - D 476 268 ptl+ annrpgrn i Z 0.7108 1 e SAT O f F COA Lj.0NA'L!r.,vP1"" S01 r1/ 23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlin99 shinping tailing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and S CA) rot sa%ty practices prior to performing these functions. Installers shall provide temporary bracin Der SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Nord shall hav a proper attach ti rigqid cellin Locations shown for ermanent lateral restraint bf webs shall have br8cin9 installed p r BCI sections 3, 7 or B10, as appicabte. App y Places to each face, ot°truss and position as shown above and on the Join`Details, unFfess noted otherwise. Refer to drawings 160A-Z for standard plate positions.ALPINE Alpin a division of ITW BuitddlncQtCCom onQntSS Grppuuu In shall not be responsible for an deviation from this drawin a (allure to build the 1nQssinnformancewithPN11rfPl1orforhandnrfSLshipptnSl, insl llatidn and bracing of trussesA eat on this dr wiiXq or cover pagqe , , 2400 Lake Orange Dr. listinthisdrawingindicatesacceptanceofproTessronarensneeringresonsfbilittvsoleNlv or tthe desi n shown. The s.iAbili aSuite t50 nd useofthisgiawingforanystructureisperesponsibilitoftheBuildingDesigrSerpefANSlffPl15$c.2. For more mlormabon see this'ob's eneral notes a e and these web sites: ALPINE www.al nedw coin. TPI www 1 nsl.o, ; SBCA www sbundust .win• ICC www iCCsaf9 org Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON 10251 / T9 / HIPS I Cust. R R8975 JRef* 1 W7U89750056 TEEN BUILDER Oty 1 FROM JRH DrwNo. 022 18 1024 39683 Truos Label: C4G KM / DF 01/22/2018 o - N M 1 1= Loading Criteria (psf) 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 " 2'6" 57' 1 7'8" 1 9'4" 1 14'4" 1 2'6" 2,8„ 12'6" 11181, 15' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height: 21.41 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a* 3.00 it Loc. from endwall: not in 4.50 ff 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 #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pIf at -1.00 to 78 pIf at 15.33 BC: From 20 plf at 0.00 to 20 pIf at 1433 TC: 150 lb Conic. Load at 2.55 TC: 438 lb Conic. Load at 7.70, 9.30 BC: 68 lb Conic. Load at 2.55 BC: 191 lb Conic. Load at 7.70, 9.30 Wind Wind loads and reactions based on MWFRS. 4'10"8 7'8" Snow Criteria (Pg,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 6th.ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 4X6 =4X6 E F 14'4" 1'6"4 9'2"4 DeB/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL)' -0.102 J 999 360 VERT(TL)- 0.383 J 713 240 HORZ(LL). -0.027 1 - HORZ(TL). 0.061 1 Creep Factor 2 0 Max TC CSI: 0.563 Max BC CSI- 0.933 Max Web CSI. 0.363 VIEW Ver: 17.02.02A.1213.21 o6w 3 J••'GE Sic •. < ti y : 0. 7108 1 T 1 5111,12 14'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1471 /751 /- /- /- 140 G 1567 /835 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 G Min Brig Width Req = 1.8 Bearings B 8 G are a ngid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 1294 - 2572 E - F 1343 - 2444 C - D 1232 - 2435 F - G 1527 - 2790 D - E 1534 - 2788 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2241 -1124 J - 1 2444 - 1343 K - J 3807 - 2046 I - G 2419 -1316 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - K 884 -492 E - J 814 - 633 K - D 928 -1564 I - F 570 -468 D - J 793 -1536 jA 7 4 v •LQ._ IFS •...., w,brMpuw,t.N 01232018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin, handlingg, shippin installing and bracin/q Refer to and follow the latest edition of BCSI (Buildin Component Safety Information, by TPI an BCA) fbr safety radices prior to perfo ming these functions. Installers shall provide terhporarrYYgg bracin Der SCSI. Unless noted oThenvise,to chord shall have ro erN attached structural sheathing and bottom Chord hall iav ro erlyattachdngidceilm . Locations shown for ermanent lateral restra nit bf webs shall hav bracing mslalled p r BGI sections g3, or 100 as app iCa e. App y pplatees to each face o truss and position as shown above and on toe JoinfDetails, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for slanuard plate positions. Alpine, a division of ITW Btlitddl1'ng CCompon nits Grpuu Inc.,shpll not be respponsible for any deviation from this dr win%,a failure to build the w,wco tNfss in conformance with ANSI/TP1 1, or or handIII C shippin?, inst liatidn and bracing of irussesA eal on th s drawiitp or over page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en neering responsibilitNy sole )vv for tthe design shown. he suitability Suite 150andarseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferpeNNSIIfPI15ec.2. For more information see this jobs general notes page and these web saes. ALPINE: www.al meow com; TPI: www.t inst or , SBCA. www.sbandus .com• ICC: www.imsale Orlando FL. 32837 Job Number: N330090 I Ply: 1 I SEON: 10252 / T11 / EJAC I Cust. R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly. 1 FROM. JRH' DrwNo: 022.18.1024 39338 Truss Label: MG1 1 KM / DF 01/22/2018 Loading Criteria (psr) TCLL: 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit. 0.00 Load Duration, 1 25 Spacing: 24.0 " T Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 22.16 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 Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 20 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 25 / Plate Dur.Fac =1.25) TC. From 78 plf at 0 00 to 78 pit at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 698 lb Conc Load at 2.06, 4.06, 6.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 4'4"4 27"l 2 4'4"4 7' Snow Criteria (Pg,Pf in PSF) Fig, NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 61h ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Deft/CSI Criteria I PP Deflection in loc Udefl U# I VERT(LL) -0.020 D 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1212 / 476 / - / - / - / 4.0 VERT(TL) 0 072 D 999 240 C 1498 / 512 / - / - / - / - HORZ(LL). -0.010 D Wind reactions based on MWFRS HORZ(TL). 0.022 D A Min Brg Width Req = 1 5 Creep Factor: 2.0 C Min Brg Width Req = - Max TC CSI: 0.958 Bearing A is a rigid surface:. Max BC CSI, 0 516 Max Web CSI: 0.744 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 17.02 02A 1213 21 J A - B 530 .1467 01 /23/2018 Maximum Bot Chord Forces Per Ply fibs) Chords Tens Comp IA - D 1208 -403 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. D - B 1954 •645 B - C 453 -1169 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TrusP s require extreme care in fa¢iricatin, handlingg ships installing and bracin/q Refer to and follow the latest edition of SCSI (BuildingComovenSateInformation, by TPI an BCA fbr safe Dractices prior to perfobracing. these functions Installer shall provide terhporary brawn uegBCSI., Unless noted olherMse;top chord shall have property attached structural sheathing and bgQm gored shall have a prose lr_yattachorilslidceillnLoa3tionsshnforermanentlateralrestraintelwebsshallhavgbran` installed p r BC I sd ctions 133, B7 or B1lrasapuiqe. Apploy Dtates to ach tace o truss and position as shown above and on the oin Details, un ess note otherwise. Refer to ALPINEdrawings160A-Z for standard pPfate positions. Alpine, a division of ITW BU1ild11'nlgCComponents Grpyp InC.,shall not be responslple for any deviation from this drawin ,an failure to build the N,.,wCe truss in nformance with ANSI/7PI 1, or for handllAq shlDpinq, Installatl0n and braano of trussesA eat on this dr wiXg or cover pa a 2400 Lake Orange Dr. listin this drawin indicates acceptance of proTessionar en in enng res onslbility sole v or the desi n shown. The suitabilianduseofthis iawing for any structure is F e responsibilit o the Building DesiglSer perANSlfrPl 1 S c.2. ry Suite 150 For more mlormaiion see this ob's nerel notes a e and These web sites ALPINE www.al ine hv.com; TPI: www. 'nat or ;SBCA: www.sbdndus com; ICC www iccsafe.org Orlando FL. 32837 Job Number: N330090 Ply: 1 SEON. 10253 / T44 / VAL Cust. RR8975 JRef: 1W71.189750056 TEEN BUILDER Oty. 1 FROM- JRH DrwNo. 022 18.1024 39588 Truss Label: MV6 KM / DF 01122/2018 1112X4 B or 5'11"8 5'11"8 5'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std: ASCE 7-10 Pg. NA Cl, NA CAT, NA PP Deflection in loc Udefl U# TCDL: 1700 Speed: 150 mph Pf NA Ce. NA VERT(LL): NA BCLL 000 Enclosure: Closed Lu: NA Cs. NA VERT(R): NA BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL)- 0.011 C Des Ld. 47.00 EXP: C HORZ(fL): 0.026 C Code I Misc CriteriaNCBCLL. 10.00 Mean Height 22 56 ft Creep Factor, 2.0 Soffit: 0.00 TCDL: 4.2 psi BCDL 5 0 psi Bldg Code: FBC 6th ed 201 Max TC CSI. 0 572 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Sid, 2014 Max BC CSI- 0.496 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used Yes Max Web CSI. 0.209 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s): VIEW Ver• 17 02.02A.1213.21WindDuration. 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others IMPORTANT" FURNISH THIS 1 any ALL 0. 708 1 o S T O • eF Noz 1 F co I/bMIM11rd 01 /23/2018 A Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D( 98 /24 /69 /- 116 /715 Wind reactions based on MWFRS DI Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# IING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions Installers shall provide te9porary athing and bottomr hord shall hav al proper an Installed p r BCI se lions $3, 7• or B10inDetails, unless noteC otherwise. f?efer to viation from this drawing an failure to build the usseSA Seal on thiss drawiXq or cover pagqe solely /NSthe design shown. The suitability wAoinst orn. SBCA www.sbandustry tom. ICC: www.iccsaf ALPINENE M"Cowu+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330090 I Ply 1 I SEON: 10254 / T43 / VAL I Cust. R R8975 JRe1. 1 W7U89750056 TEEN BUILDER Oly' 1 FROM, JRH DrwNo: 022.18 1024 39323 Truss Label: MV4 KM / DF 01/22/2018 074 1112X4 12 B 3'11"8 3' 11 "8 3'11"8 T 1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) DeflICSI Criteria Maximum Reactions (Ibs), or •=PLF TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LI# Loc R / U / Rw / Rh I RL / W D' / 22 / 67 / • / 15 / 47 5TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT( LL): NA BCLL: 0.00 Enclosure: Closed Lu. NA Cs NA VERTL R): NA 97 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II ise9rySnow Duration. NA HORZ(LL): 0 003 C D Min Big Width Req = - Des Ld: 47.00 EXP: C HORZ : 0. TL) 007 C Bearing A Is a rigid tdsurface. 9Code I Misc Criteria NCBCLL: 1000 R MeanHeight: 23 06 TCDL 4.2 psi Creep Factor: 2.0 Soffit: 0.00 BCDL. 5 0 listBldg Code: FBC 6th.ed 201 Max TC CSI: 0.231 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.184 Spacing: 24.0 " C&C Dist a: 3 00 it Rep Factors Used: Yes Max Web CSI 0.087 Loc from endwall. not in 9 00 it FT/RT'20(0)/10(0) GCpi: 0 18 Plate Type(s) VIEW Ver: 17.02.02A.1213.21 WindDuration: 1.60 WAVE Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. H "" k o. 708 1 4. co ONAL 4000rmnw* 1''a 01 / 23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabdeatinq_handlinq, shipping, installing; and bracing Refer to and follow the latest edition of per BGSI.; unless noted Olhervase,top Chdrd Shall have properly attached structural sheathing and bottom Chord shall have a properly d rig Id cetling Locations shown for ermanent lateral restraint bf w bs shall hay breecinaa inslalled p r BCI sections 83, 87 or 810, icable. Ap Ty lat s to each face of truss and position as shown a ove and on tfie JoinfDetails, unless noted otherwise Refer to Is t60A-Z tgr stantlard plate positions. ALPINE a division of ITW B IIdd11'n2qCComonsnts GrVUD Inc shall n t be re GGonsible for an deviation from this drawing an failure to build the mrrwc cpnfrmancewith NSUtPI 1 or for hanollrfq shiDpinq, inslallatibn and bracing of tlussesA seal on this drawiXg or cover page 240o Lake Orange Dr. thisrawin indi ye acceptance of proTessionaf en ineerinq responsibility solely for the desf n shown. The suiCabillty Suite t50 eothiscawingoranystructureistheresponsibilitoftheBuildingDesigerpeANSIlTPI1S$c.2. mlamaUon see this' b's eneral notes a and these web sites ALPINE www al ineitw com, TPI www.t msl a , SBCA www.sbund st com; ICC www rccsele.a Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10255 / T42 / VAL Cust: RR8975 JRef 1W7U89750056 TEEN BUILDER Oty: 1 FROM. JJP DrwNo: 022.18.1024.39463 Truss Label. MV2 KM / OF 01/22/2018 12 6 F 7' III2X46 4X4(D1) A 1 0M _L CD 1112X4(**) i r' 1'11"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld. 47.00 Mean Height. 23 56 ft NCBCLL: 10.00 TCDL 4 2 psf Soffit: 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Snow Criteria ft,Pf in PSF) Pg: NA Ct' NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration- NA Code / Misc Criteria Bldg Code. FBC 61h ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL). NA VERT(TL). NA HORZ(LL)' -0 000 C HORZ(TL): 0.001 C Creep Factor: 2.0 Max TC CSI: 0 040 Max BC CSI 0 043 Max Web CSI. 0.021 VIEW Ver 17 02 02A.1213.21 A Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W i D' 97 / 27 160 / - / 17 / 23 5 Wind reactions based on MWFRS b Min Erg Width Req = - bearing A is a rigid surface. Members not listed have forces less than 375# 01 /23/2018 WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin hh ndlin99 shiippin in%alling.and bracin Refer to and follow the latest edition of SCSI (BuildingSaEeryInformation, by TPI an'S CA)1br sa ety 0faclices prior to perfo ming these functions. Installers shall provide temporary BGSI Unless noted olherMse,top chord shall have pro attached structural sheathln9 and bottom hord shall haveia pro[erly id ceAlin . ocatlons shown for ermanent lateral restrelnt bf webs shall hay bracing installed pfr BC I sections 3, B7 or 810 e _ Apply p ates to each face o truss and position as shown above and on ile o1n Details, un ess noted otherwise Refer to of n vi 1, or for n; cacceptance any sructure i mal notes Pape and not be responsible for TPI' his drjiwina,an failure tojbuild the on thre dr3wiXq or cpver page Le design shown. The I sui[ability ALPINENE MITWO awry 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 2 SEON. 10256 / T13 / FLAT Cusl• RR8975 JRel: 1W7U89750056 TEEN BUILDER Oly. 1 FROM. JRH DrwNo, 022.18.1024.38839 Truss Label: FGt KM / OF 01/22/2018 2 Complete Trusses Required Loading Criteria (psr) TCLL: 40.00 TCDL 1000 BCLL: 0.00 BCDL' 5.00 Des Ld: 55 00 NCBCLL: 0.00 Soffit: 200 Load Duration 1 00 Spacing 24 0 " 5' 3'2"10 1 5'10"15 1 818"11 10'8"6 12'10" 13i3" 5" 2'9"10 2'8" 6 2'9" 2 2'0"6 2'1"10 5" 4X10 =5X8 1112X4 III2X4 =5X8 =5X10 A B C D E F 1113X6 LUG IV =on le =9n IV =VA rC 1114X6 13'3" 2'9" 2 2'9"10 1 3'4"10 1 2'3"10 1 2'0"2 2'9" 2 15'6" 11 18111"5 11'2"14 1 13'3" Wind Criteria Wind Sid: NA Speed. NA mph Enclosure: NA Category NA EXP' NA Mean Height: NA it 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 2x4 SP 24001-2 OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 W2, W9 2x4 SP 2400f-2 OE: W4, W7 2x4 SP #2 N. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"xY nails Top Chord: 1 Row @ 2 50" o.c. Sot Chord: 1 Row @ 5.25" o.c. Webs , 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC From 100 plf at 0.00 to 100 pit at 1325 BC: From 10 pit at 0.00 to 10 pif at 13.25 TC. 825 lb Conc. Load at 0.17, 2.19, 4 19, 6.19 8 19,10.19,12.04 BC 789 lb Conc. Load at 6 54, 8 54,10.69 BC 671 lb Conc Load at 12 69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pt in PSF) Pg' NA Ct: NA CAT N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code, FBC 6th ed TPI Std 2014 Rep Factors Used: No FT/RT.20(0)/10(0) Plate Type(s), WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.188 C 846 360 VERT(fL): 0.329 C 615 240 HORZ(LL). 0.038 A - HORZ(TL): 0.052 A Creep Factor 2.0 Max TC CSI 0.655 Max BC CSI. 0.736 Max Web CSI: 0.785 VIEW Ver. 17.02.02A.1213.21 H -y j5,•'C E 4po 4fi •. o. 708 1 01 /23/2018 11 V it-Q' A NAI. G Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 4678 /- /- /- /- /4.0 M 5592 /- I- /- /- /6.2 L Min Brg Width Req = 1.9 M Min Brg Width Req = 2.3 Bearings L 8 M 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 0 -3925 D- E 0- 6173 B- C 0 -6168 E- F 0- 3903 C - D 0 -6243 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. K- J 4325 0 I- H 4335 0 J - 1 6243 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- L 0- 2259 D- I 0 - 672 A- K 4265 0 1- E 2371 0 K-B 0-1789 E-H 0 -1932 B- J 2472 0 H- F 4476 0 J- C 0 -655 F- G 0- 2467 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa¢ricatin, handlingg, shiopin ia nstalling,and braung. , Refer to and ipllow the lasest edit(on of SCSI (BuildingtSafetyInformation, by PI an SBCA) ibr saffety ctsrhpSCSI..Unless noted oerwiseop chord shall havproPerN attached sUuGural sheathing anddceilin .Locationshown fDermanenl latt;ralsiramt 6f webs shall have br8cjn installed p r BCI sections 83, 87 or t 0Y App y places to each face of truss and position as shown above and on the Jointi Detalls, unless noteu otherwise. Refer to 60A•Z for standard plate positions. of failure to build the 1 or over paAbilityn. the Sul bility ALPINE I ri 1, or ror r acceptance any structure www aipineitw con; TPI www tpinst pg. SBCA' www W+ cOMMUN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 TEEN BUILDER Truss Label: FG2 Ply- 2 Oly. 1 SEON: 10257 /1 T33 / FLAT FROM* JJP iI 11 Cust RR8975 JReI: 1W71.189750056 DnvNo: 022.18 1024.39183 KM / DF 01/22/2018 2 Complete Trusses Required 51" 8'7"11 I 13'10"8 3'6" 11 i 52"13 I III2X4 = 4X4 III2X4 4X4 T 2 1 1 8'9"12 5'2"12 3'6" 11 5712 8'9" 7 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL. 1000 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL- 500 Risk Category: II EXP: C Des Ld. 55.00DesLd.: 55.0 Mean Height. 15 00 It 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 20 SP #3 Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Nailnote Nail Schedule: 0.128"x3" nails Top Chord 1 Row @ 6 25" o c Sot Chord: 1 Row @12.00" o.c Webs 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur Fac =1.00 / Plate Dur Fac =1.00) TC: From 100 plf at 0.00 to 100 plf at 8.48 TC' From 180 plf at 8.48 to 180 plf at 8.50 TC: From 100 plf at 8.50 to 100 plf at 11.33 TC From 390 plf at 11 33 to 390 plf at 13.88 BC: From 10 plf at 0.00 to 10 plf at 1388 BC: 1096 lb Conc. Load at 11.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS 4X4 5' 0" 12 -i 5'1" 1 13'10" 8 Snow Criteria ( P9.PI in PSF) Defl/CSI Criteria jL Maximum Reactions (Ibs) Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(I-Q: 0.020 G 999 360 H 501 / 196 / 152 / • / - / 5 7 Lu: NA Cs: NA VERT(TL): 0.093 G 999 240 F 1740 / 392 / 187 / • / - / 8.0 Snow Duration: NA HORZ(LL): 0.004 A - - E 1227 / 146 / 247- HORZ(TL): 0 011 A Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 A Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 885 F Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0 978 E Min Brg Width Req = - Rep Factors Used. Yes Max Web CSI. 0.222 Bearings H & F are a rigid surface Bearings H & F require a seat plate. FT/RT 20(0)/10(0) Plate Type( s): Members not listed have forces less than 375# WAVE VIEW Ver 17 02 02A.1213.21 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. C - F 153 •406 D • E 109 - 392 01 /23/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fagricatin h ndlin shlipping installing.and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by PI and'SE CA) f r sa ety practices prior to perfo ming these functions Installers shall provide temporary _ bracin er BCSI., Unless noted olnerwise,top chord shall have prouperlry ariached structural sheathingg and boriorr2 4hord shall have a properl attach riidCeilinLocationsshownforermanentlateralrestr3lnlOIwebsshallhaybruninsl@fledprBC51sectionsB3, B7 or B10y as appllple. Appploy Plates to ach face. ofptruss and position as shown above and on tpfte ointi9Details, unless noted otherwise Refer to ALPINE drawing$ 160A-Z I standard plate positions. I Alpine, a division of ITW BUitdd1'ncQ CComponQntS Gropu InC shall not be re;ponsible for any deviation from this dr win arty failure to build the µ„we truss inofqrmancewithON1UfPl1, or for handliri shipping, installatl pn and bracing Qf,irussesA teal on th s dr wlrf9 or cover pa 2400 Lake Orange Dr. listing this Grawinq indicates acceptance of pro) essionaf en ineering re ponsibi11 solely or the desf n shovTn. The suitability Suite 150 and arseofthisaiawingforanystructureistheresponsibilitfoftheuildngDesigerpeANSIlfPI1Sc.2. For more mformabon see this lows general notes page and these web soles: ALPINE: www.al menw tom: TPI• w t cost or : SBCA v&m.sbcindus comet ICC kzsafe.org Orlando FL, 32837 Job Number: N330090 Ply, 2 SEON 10258 / T22 / FLAT Cust: RR8975 JRel: 1W7U89750056 TEEN BUILDtR Oly. 1 FROM JRH DrwNo 022.18.1024.39684 Truss Label: FG3 I I I KM / OF 01/22/2018 2 Complete Trusses Required 2'10"10 5'5"12 8'6"3 2'10"10 12'7" 2 13'0"6 A 4X12 III 2B4 =4C4 =_ 4X12 D n W1 W2 W W7 1 G F E III4X6 = 8X14 =4X12 1113X6 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std. ASCE 7-10 TCDL. 10.00 Speed: 150 mph BCLL: 0.00 Enclosure- Closed BCDL 5.00 Risk Category: II EXP: C Des Ld 5500 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL. 4.2 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 ft Loc from endwall: Any GCpr 0.18 Wind Duration: 1.60 Lumber Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 .W1, W7 2x6 SP #2 N- W2, W6 20 SP 2400f-2.OE: Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 3 75" o.c Bot Chord: 2 Rows @ 3 50" o c (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur Fac =1 00) TC From 450 pit at 0.00 to 450 pit at 5.55 TC: From 100 pit at 5 55 to 100 pit at 8.51 BC: From 10 pit at 0.00 to 10 plf at 8.51 TC: 373 Ib Conc. Load at 1 47, 3.62 TC. 100 lb Conc. Load at 5.55 BC: 2747 lb Conc. Load at 0.97 BC 757 lb Conc. Load at 2.72, 4.72, 6.72 BC 1227 lb Conc. Load at 5.48 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 2'10"10 2'10"10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 8'6" 3 3'1 "2 + 2 6"6. 5'11 "12 8'6" 33 DeflICSI Criteria PP Deflection in loc Udell U# VERT(LL)- 0 056 B 999 360 VERT(R): 0.161 B 942 240 HORZ(LL). 0.015 A - HORZ(TL): 0.029 A Creep Factor 2 0 Max TC CSI- 0.860 Max BC CSI: 0.541 Max Web CSI: 0.425 VIEW Ver. 17 02 02A.1213.21 Wind Wind loads based on MWFRS with additional C&C member design. 01 /23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 6217 /316 /133 /- /- /3.8 E 3753 /405 /133 /• /- /- Wind reactions based on MWFRS H Min Big Width Req = 2 6 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A - B 312 -4055 C - D 379 - 3565 B - C 312 - 4055 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 3706 - 387 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-H 177-2122 C -F 116 -631 A - G 4296 - 331 F - D 3883 - 411 B-G 124 -915 D-E 201 -1704 G-C 389 -9 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, hhandling shipping installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingQSfetyInformation, by TPI an0 SBCA) f saley practices poor to performing these functions Installers shall provide temporary r BSI. Unless noted oTherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav aropegidceiling. Locations shown for yermanept lateral restraint bf wgbs shall havg bracing installed pgr BCI sections e3, 7 or B10Yfle._ Apply plates to each face. of truss and position as shown above and on the JoinrDetails, unless noted otherwise kefer to of ITW B itddlng omponents Group In . shall not be responsible for any deviation from this rPwin any failure to build thencewith N 11lf 1 1, or or handllrlq shipping, installation and bracin of trussesA seal on thIS r wirf or cover page In q indicates acceptance 9f ProTessionar en ineerinq responsibilittyv sole lryy for the de si n shovJn. The suitabilityQrawingforanystructureis p e responsibility of the Building DesigrSer pefANS11TPI 1 c.2. A IPLNE iwmvtduww 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837seethisloVspeneralnotespageandthesewebsitevALPINEwwwaipmeitw.com, TPI: www inst ora: SBCA wwwgeneralnotespageandthesewebsitevALPINEwwwalDmeitw.wm, TPI: www inst ora: SBCA www Job Number. N330090 I Ply 2 I SEON. 10259 / T17 / FLAT I Cust- R R8975 JRef 1 W7U89750056 TEEN BUILDER Qty: 1 FROM. JRH; DrwNo' 022.18.1024 39511 Truss Label' FG4 KM / DF 01/22/2018 2 Complete Trusses Required 1112X4 A =4X4 B T F-1 - il 1F- :1, D C 4X4 1112X4 r 2 10" 12 2'10"12 2'10"12 Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7.10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# ILoc R / U / Rw / Rh / RL / W TCDL, 10.00 Speed: 150 mph Pf: NA Ce, NA VERT(LL) 0 001 B 999 360 :D 1096 / 139 / 45 / - / • I - BCLL. 0.00 Enclosure Closed Lu. NA Cs. NA VERT( L) 0.002 B 999 240 1,C 1263 / 188 145- BCDL- 5.00 Risk Category II Snow Duration: NA HORZ(LL) 0 000 A - Wind reactions based on MWFRS EXP• C HORZ TL 0 001 A D Min Br Width ReDes C 0.000 Mean Height: 15.00 ft ( ) g q NCBCLL. 0.00 g Code I Misc Criteria Creep Factor: 2.0 C Min Brg Width Req = - TCDL: 4.2 psf Soffit. 2.00 BCDL: 3 0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 750 p Load Duration: 1.00 MWFRS Parallel Dist. 0 to hl2 TPI Sid: 2014 Max BC CSI: 0.026 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used. Yes Max Web CSI: 0.166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. Loc from endwall. Any FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s). A - D 95 - 540 B - C 98 - 624 Wind Duration. 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 I ' Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule: 0. 1 28"x3" nails Top Chord: 1 Row @ 2 00" o c. Bot Chord 1 Row @12 00" o.c Webs : 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC. From 390 plf at 0 00 to 390 plf at 2.90 BC: From 10 plf at 0.00 to 1 o plf at 2.90 TC: 411 lb Conc. Load at 0.33 TC: 790 lb Conc. Load at 2 33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up fl J;•••GE S • .• i o. i08 1 i • S T OA. CID o) /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling9 shi ping in talling,and brawn Refer to and follow the latest edition of BCSI (Building Component Safety Information, br TPI an SBCA) r0'r sa fly practices prior to performing these functions. Installers shall provide teritporary bracin Der BCSI. Unless noted olhenvise,top chord shall have property attached structural sheathing and boitor hord $hall haven pro 1ry attach d rigid ceilin Locations shown for rmanent lateral restraintpropel webs shal hav braon9 insr . d p r Bc I sections B3, B7 or 810, as app lealtte App y Plates to ach face of truss and position as shown above and on t e Joinc Details, un ess noted otherwise. kefer to ALPINEdrawings160A•Z for standard palate positions. Aluine, a division of ITW Bt1ildl1'n CComponents GrouD In .,shill not be regponslble for any deviation from this drawin an failure to,bulld the mm o it ss in nformance with AN51/PI 1, or for handlers shiepinq, Instaallation and bracing of trusseesA seal on this dr wlX9 or over pagge 240o Lake Orange DrlistingthisdrawinindicatesacceptanceofproessionafenineeringreponsibllitNysolelforthedesignshown. ihel suitability Suite 150andOseofthis Fawing for any structure is fP1ie responsibilil of the Buildng Desiglter perYANSIIfPI 1 Sec.2. For more inlormaeon see thn lob's general notes papa and these web sites: ALPINE: www.alpmenw.wm; TPI: www_Ipmst. SBCA www slwndus wm; ICC: www iccsafe. OdandO FL, 32837 Job Number: N330090 I Ply 1 FROKHMT SEON: 10260 / T8 / HIP_ I Cusl: R R8975 JRef. 1W7U89750056 TEEN BUILDER Oty: 5 DrwNo: 022.18 1024.38838 Trues Label: HJ7 KM / OF 01/22/2018 Loading Criteria (psq TCLL 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld 4700 NCBCLL 000 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 5'3" 5 9110"1 5'3" 5 4'6" 11 2X4(A1) — "" 1,5,. t 9,2„ 2 7"14 9'2" 2 9.10.1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP• C Mean Height: 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a* 3.00 ft Loc from endwall: NA GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0.162"x3.5", min toe -nails at bottom chord Snow Criteria (P9.Pf in PSF) Pg: NA Ct: NA CAT: W PL NA Ce: NA Lu. NA Cs- NA Snow Duration. NA Code / Misc Criteria Bldg Code- FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.034 F 999 360 VERT(TL): 0.133 F 999 240 HORZ(LL): 0.008 C - - HORZ(fL): 0 021 C Creep Factor 2.0 Max TC CSI: 0 860 Max BC CSI 0 462 Max Web CSI: 0.354 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 425 /125 /- /- /- /106 E 447 160 /- /0 /0 /15 D 302 1151 /- /- /- /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 3750 VIEW Ver: 17.02 02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 333 - 772 v GE SF •• o. 708 1 o SAT O coA ao 0 A 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 724 - 302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 332 - 796 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin h ndlin9, shi ping installing,and bracing. , Refer to and follow the latest edition of SCSI (Building Component Safety Information, by-TPI an S CA) for sa ety practices prior to performing these functions. Installers shall provide temporary _ bracin per BCSI., Unless noted olherwise,top chord shall have property attached structural sheathing and bo t2m hord shall hav a properl attach d rl id ceilin .Locations shown for ermanent lateral restraint bf webs shall hav bracln nslalled p r BC Ise ctlons B3, 7 or B10Yasappical3e. Applgy pplategs to each lace ofptruss and position as shown above and on the Joinf details, unless notetl otherwise. Refer to ALPINEdrawings160A-Z for sla i and plate positions. Alpine, a division of ITW Buitddingg CCompon ntSS GrppuDp In shall not be regDonsiple for any deviation from this drawin any failure to build the M"wtrussinconformancewithAN51/TPI 1, or (nor handlI shiDpin , installation and bracingg of trussesA Seal on thi; dr wirlg or cover page 2400 Lake Orange Or. listing this drawing indicattes acceptance Qf ProTessional en ineen g responsibility solelyfor the Man shown. The suitability Suite 150anduseofthisaiawing (or any structure is iPlie responsibflit of the Building Desigrier per ANSI/fPl 1 S c.2. Orlando FL, 32837Formoreinformationseethuslob's general notes papa and these web sites ALPINE. www alpmenw.com. TPI: www.tpmst.org; SBCA: www.sbrindustry oom; ICC www.kzsafe.orp _ FNumber: N330090 Py. 1 SEON 10261 / T54 /HIP_ Cusl RR8975 JRef: 1W1U89750056 N BUILDER Oly: 2 FROM. JRH DrwNo. 022.18.1024 39027 s Label: HJ7L KM / DF 01/22/2018 3 15 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 1700 BCLL 000 BCDL: 10.00 Des LdF 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1 25 Spacing 24 0 " 5'4"11 5'4"l 1 9'10"1 4'5"5 A 2X4(A1) — "" 9'0"8 9"9 1,5" 9'0"8 9,10,11 Wind Criteria Wind SW: ASCE 7-10 Speed. 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height, 15 00 ft TCDL' 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall. NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SIP 2400f-2.OE Webs 2x4 SIP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11.8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chord Provide (3) 0.162"x3 5', min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: W Pf: NA Ce- NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT-20(0)/10(0) Plate Type(s): WAVE ll Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc UdeO U# Loc R / U / Rw / Rh / RL VERT(LL): 0.040 C 999 360 G 416 / 128 I • /- / - VERT(R): 0.152 C 999 240 E 445 / 64 I - / 0 / 0 HORZ(LL)- 0 008 F - D 287 / 151 / • /- / - HORZ( L): 0 020 F Wind reactions based on MWFRS Creep Factor. 2.0 G Min Brg Width Req = 1.5 Max TC CSI: 0.781 E Min Brg Width Req = - Max BC CSI: 0.493 D Min Brg Width Req = - Max Web CSI 0.419 Bearing G is a rigid surface. Bearing G requires a seat plate. W 10.6 1.5 1.5 Members not listed have forces less than 375# VIEW Ver: 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 453 -1049 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B-F 1019 -431 H. P,•,.....,,,k, GE Sic' , 0.7,08 1 SAT O 01 /23/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - F 454 -1072 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa rlcatin9, h ndling, shinpin , installing,and brawn .. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and S CA) for safety ractices prior to perfofmmg these functions Installers shall provide temporary bracln99 Der BCSI., Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properlyattainidceilingLovationsshownforpermanentlateralrestraintbfwebsshallhavebrawninstalledpfrSCI ctions B3, B7 or B10 as a . plica e. AppTy pptatggs to each face, of truss and position as shown above and on the Joinl9Detalls, un ess note otherwise. Refer to A LPI N Edrawings16OA-Z for stanGard plate positions. Alpine, a division of ITW Bt itdd11n CCompon nt Group InC., shall not be responsiple for any deviation from this drawing any Ile build the, t`russ in nformance with ANSI PI 1, or or handllrfq shippingq, inst Ilatidn and braang gf,irussesA eat on thr5 drawirlq or cover page 2400 Lake Orange Dr. listing this drawin indicates acceptance f proTessionaf en neering responsib IIt soleryor the desi n shown. The suiTabilty Suite t50and ise of this Fawing for any structuregs me responsibility of the Building Des grier pefANSIIfPI 1 5$c.2. For more inlormation see this ob's nerel notes a e and these weD silea: ALPINE: www al ineitw.com, TPI. www.t mst.or • SBCA www sbcindusi wm, ICC www.iccsaleorg Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON. 10262 / T12 / HIP_ Cusl. R R8975 JRef I W7U89750056 TEEN BUILDtR Oly' 2 FROM JRH DrwNo. 022 18 1024.39824 Truss Label: HJS I KM / DF 01/22/2018 T 1-- 1'5" 2X4(A1) Loading Criteria (psq 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 CEXPDesLd. 47.00 Mean Height. 21.40 RMean NCBCLL: 0.00 TCDL: 4 2 psf Soffit: 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a 3.00 R Loc. from endwall: NA GCpi 0 18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord 7'0"2 7'0"2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Pf• NA Ce: NA VERT(LL) NA Lu. NA Cs: NA VERT(TL) NA Snow Duration. NA HORZ(LL). 0.013 D HORZ(TL). 0.033 D Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 61h.ed 20V Max TC CSI, 0 992 TPI Std: 2014 Max BC CSI: 0.509 Rep Factors Used: No Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02.02A.1213.21 o•GE Sic• .p( o. 7,48 1 ENS i C 0 A #0 Tq N Lry,`q 01 /23/2018 0 V Cl) l I& Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 8 235 /100 /- /- I- /4.9 D 96 /• /18 /- /- /15 C 273 / 165 / - / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating h ndlin9 shlippi g installing.and bracing. , Refer to afnd follow the latest edition of SCSI (Building nent Safe Information, byY PI anC'S CA rbi sa a Praclices prior to performing these unctions Instal ers shall provide temporarryy Der BCSI. Unless noted otherwise,top chord shall have pro , J attached structural sheathing and bottom hord ghall havela pro erlydriidceilinLocationsshownforermanentlat8ralrestrmtbiwebsshallhaybracininstalledprBGIsections $3, 87 or 10, Icabte. AppTgy Dtates to ach face of ttruss and position as shown above and on tI a Joini9Details, un ess noted otherwise. I Refer toIs16OA-Z for standard plate positions a division of ITW Bt1 itddl1ncqtCComponsntS Gaup InC shall not be responsible for any deviation from this drawing a0Y failure to build the conformance with AfV51lfPl 1, or for handlirfit, shipping, installabdn and bracng qi IrussesA eal on this drawlrfq or cover page , , this drawin indicates accepptance i ppro essiona en ineering responsibility soleryry or ``he desig9n sho n. The suitability ie o1 this rawing for any structuregs the responsibilit of the Building DesigrSer pefANSIITPI 1 Sec.2. inlormairon see ihs job's general notes page and These web snesALPINE www alpineihv com; TPP www.ipinsl.org; SBCA: wwwsbundusUy.wm; ICC: www wear ALPINE Wr' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply* 1 SEON: 10263 / T27 / HIP_ Cust: R R8975 JRei: 1 W7U89750056 TEEN BUILDER Oly, 1 FROM. JJP DrwNo. 022.18.1024.38713 Truss Label: HJ3 KM / DF 01/22/2018 12 C T 0 li 2X4(A1) 3t5.t11 rt _ 1t5_i 3'5"11 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 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 92 / 42 /- /_ /_ / 4.9TCDL- 1700 Speed, 150 mph Pf: NA Ce: NA VERT(LL) NA BCLL 000 Enclosure: Closed Lu NA Cs. NA VERT(TL). NA D 19 / - / 5 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL)- 0 000 D C '57 / 34 / - / - / - / 1.5 Des Ld: 47.00 EXPI C HORZ(TL)- 0 001 D Wind reactions based on MWFRS Code / Misc Criteria Noffit: 0 0 Mean Height: 20.77 ft CreepFactor: 2.0 B 1 Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psi BCDL: 5.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.080 D Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.040 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used No Max Web CSI: 0 000 Loc. from endwall: NA FT/RT•20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s). VIEW Ver 17 02.02A.1213.21WindDuration: 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 " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-5-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord IMPORTANT'* FURNISH TH a division of i vi 1, or for nanoim snipp acceptance of pro essior any structure is the respon ral notes page and these web soles: L i E 0.708 1_ S T O 1 S/ONAL COA #0,141r 1 Md/i 01 /23/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracin Refer to and follow the latest edition of BCSI(Building ractices pnor to perfoTgmmg these functions. Installers shall provide temporary pro attached structural sheathing and bottom hord ghall havg a pro2e r estralnt bf webs shall have brawn installed p r Bcl sections B3, B7 or 810 as shown above and on the Joini9Details, unless noted otherwise. Refer to 11 not be responsible for any deviation from this drawin pg, failure to build theIg , installatidn and bracing of trussesA real on this dr, wirlq or over,paget[ engineering responsibility solely the design shown. f1 he suitability ALPINENE mrrwcOMl•rfI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330090 I Ply. 1 I SEON: 10264 / T19 / EJAC I Cusl. R R8975 JRef* 1 W71.189750056 TEEN BUILDER Oty: 7 FROM- RDG ! DrwNo: 022 18 1024 31666 Truss Label: EJ7 KM / WHK 01/22/2018 C 12 6 i M O tf1 M iy I B A D 1 7' 7' Loading Criteria (psr) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria JA Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# ILoc R / U / Rw / Rh / RL / W B 436 / 94 / 349 / - / 152 / 8.0TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA BCLL 000 Enclosure- Closed Lu: NA Cs: NA VERT(TL)- NA D 136 / 13 / 106 / - / - / 1.5 BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL). 0.017 D C 237 / 113 / 153 / • / - / 1 5 Des Ld. 47.00 EXP. C HORZ L ). 0.040 DT Wind reactions based on MWFRSi Code I Misc CriteriaNCBCLL10.00 Mean Height: 15.00 R Creep Factor, 2 0 B Min Brg Width Req = 1.5 Soffit: 0.00 TCDL 4.2 list BCDL, 5.0 psf Bldg Code FBC 6th.ed 201Bldg Max TC CSI: 0.956 Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI: 0.602 C MBrg Width Req = Bearingg B a rigid surface. Spacing 24 0 " C8C Dist a' 3 00 It Re Factors Used: Yes oMax Web CSI 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ItFT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) Members not listed have forces less than 375# VIEW Ver: 17 02.01A.1115.21 WindDuration. 1 60 WAVE 1 1 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. tplturtnlWhurgq/ H • o. P48 1 S T O • COA ao O NA1 01/ 23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1 Trusses require extreme rein fabricatin , h ndlin9, shi pin , installing and bra cin/qRefer to and follow the latest e iti n of SCSI (Building Component Safety Information, by TPI an S9CA) f$r safety ractI e's prior to peAo ming these functions Installers s a[ rovitle temporary _ bracin Der SCSI.. Unless noted otherwise,top chord shall have prouerly attached structural sheathing and bottom hord Shall have a proper attach cl rl9id ceilin Locations shown for permanent lateral restraint bf w bs shall hav bracing installed p r BC Is 8cbons Q3, B7 or 510, as applicatfle. Applgy Plates to each face oftruss and position as shown a ove and on tI a Jom Details, un ess noteu otherwise. Refer to ALPINE drawings160A-Z for standard plate positions ! Alpine, a division of ITW B itdl1ncQ CCompon ntSS GT0 pIn shall not be regponsiple for any ddeviation from this drj3winp anyY failure to build the µ„t „ trussmcgnformancewdhkrSap1, or (nor hanGliA s iippmo, mst IlaUor and bracing of,trussesA eat on thi dr8wiilg or over page , , 2g00 Lake Orange Dr. listingthisdrawingindicatesacceptanceVfproTessionarenineedresponsibilitysoleNirorthedesnshown. he suitability Suite Lake and ise of this yawing for any structures a responsibilit7 of the Building Desig er , PANSI/TPI 1 c.2.150 For more information see this jobs general notes page and these web sites: ALPINE: www.at nenw com: TPI: www.t inst or , SBCA www sbondus .co I: ICC: www.imsete org Orlando FL, 32837 Job Number: N330090 I Ply:1 I SEON 10265 / T53 / EJAC I Cust: R R8975 JReI. 1 W7U89750056 TEEN BUILDER Oty. 2 FROM* JRH DrwNo• 022 18 1024.38840 TruFs Label: EJ7L KM / DF 01/22/2018 3TT15 Loading Criteria (psq 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 " 7' i'- 7' Wind Criteria Wind Sid, ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category, II EXP. C Mean Height: 15 00 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 4 50 it GCpi: 0.18 Wind Duration: 160 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,PI 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 61h.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL) NA HORZ(LL). 0.017 D HORZ(fL): 0.041 D Creep Factor: 2 0 Max TC CSI: 0.898 Max BC CSI 0.585 Max Web CSI: 0.000 VIEW Ver: 17.02 02A 1213 21 H GEASF •. < 0 T08 0 O n t v Doss, rM•... ..• w` COA ao' ONAI. 0N, orrwtw+* 01 / 23/2018 I T LO V t IMaximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- 1101 /80 D 134 /12 /103 I- /• /15 C' 228 / 97 / 132 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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 fabricatins, handlin shiopin installing.and bracing. , Refer to and follow the latest edition of BCSI (Building 1SafetyInformation, by TPI an SBCA) f) sa ey ractices prior to performing these functions. Installers shall provide temporary SCSI.. Unless noted olherwise,top chord shall have proDp,erly attached structural shoathina and bottom chord shall have a properly WWeceiling. Locations shown for ermanent lat6(al restraint bf w bs shall hav br88unssl1 insTalled p r Bcl sections 93; B7 or 810, eADDTVplatestoeachfaceolPtrussandDositionasshowna6oveandontheJoinfDetails. unless noted otherwise. Refer to any failure to build the I or cover pa e n. The sui bility ALPINE mnwc wv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330090 Ply: 1 SEON• 10266 / T7 / EJAC Cust: R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly 2 FROM. JJP DrwNo. 022.18.1024 38948 Trues Label, EJ5 KM / DF 01/22,2018 Loading Criteria (psq TCLL- 2000 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 " C 12 6 M O in B M A D Wind Criteria Wind Std, ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP. C Mean Height: 21.41 It TCDL: 4.2 psi 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 fl GCpi: 0.18 Wind Duration, 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0 0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT, W Pf, NA Ce. NA Lu. NA Cs NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s)* WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.006 D HORZ(fL): 0.013 D Creep Factor: 2.0 Max TC CSI 0 435 Max BC CSI. 0.294 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 o. TO8 1 o't• SAT O ; COA #041r; r/ N wjWw"E 01 /23/2018 Mauimum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 3411 / 111 / 278 I - / 146 / 4 0 D 95i 114 / 73 I - / - / 1.5 C 165 /107 /100 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# i WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg, shi pin , in,talling,and bracing Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fbr satery radices pnor to performing these functions. Installers shall provide ternporraerYrbracinDerBGSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bpOttQrrl chsrShall ha 7 proattacharigidceiling. Locations shown for ermanent latgral restraint bf webs shall ha v bracin installed er BCSI 6 as a .p icadle. Ap ly plates to each face,o truss and position as shown above and on t e Joint9Detaits, unless no otherwise. Refer to drawings 160A-Z I r standard plate positions. any TPI from this dr8winott a Yy failure to build A1 seal on thi draw rlg or cover pac NSIRPI ISA i 2hown. The suiC ALPINENE W InWOOYMM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply. 1 [FROWECiN: 10267 / T29 / EJAC I Cust. R R8975 JRef* 1 W7U89750056 TEEN BUILDER City: 1 JJP DrwNo. 022 18 1024.38729 Truss Label: EJ3G KM / DF 01/22/2018 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld' 47.00 NCBCLL. 1000 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0'• T Wind Criteria Wind Std: ASCE 7.10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.03 fi 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 12 B A 2X4(A1) i 216" 216" Snow Criteria (Pg,Pf in PSF) Pg: NA Cf. NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE T M i Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL)- NA HORZ(LL): 0.001 C HORZ(TL): 0.003 C Creep Factor: 2 0 Max TC CSI: 0 151 Max BC CSI 0 173 Max Web CSI. 0.000 VIEW Ver: 17.02 02A 1213.21 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 78 pit at 0.00 to 78 pit at 250 BC: From 20 pit at 0 00 to 20 pit at 250 BC. 147 lb Conc Load at 0 59 Wind Wind loads and reactions based on MWFRS. -MtulrttulWrrrnrr Additional Notes Provide (2) 0 131'•x3 0", min toe -nails at top chord. d sees..... Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. a CJ S•% Ji 0. 7.08 1 o t SAT O irk. ••.........••• o t /23/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /81 /- I- I- /4.0 C 49 /2 /- /- /• /1.5 B 93 /51 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reawire extreme care in fabricatin , hhandlingg, shiupin installing,and bracn Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) for saety ractices prior to performing these functions. Installers shall provide temporary _ bracin Per BCSI Unless noted olherwise,top chord shall have properly attached structural shgathing and bottom Chord Shall hav a pro er y attach d rinsIld cefling.Locations shown forpermanent latl;ral restraint bf webs shall hav br8cing Inst6111 r BCI s ctlons Q3, 7 or 10, asappicalffe. Appy plates to each face, o truss and position as shown above and on tI a JoinfDetails, unn less note otherwise. Refer to ALPINE drawings160A•Z for standard plate positions. Alpint;, a division of ITW BUtJitdd11'ngg CComponents Gr u Inc..shall not be responsible for any deviation from this h wing anX, failure to build the n,rd truss in conformance with ANSIrfPI 1, or or han II g shhippin?, installation and bracm of lrussesA eat on t i draws q or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceQfProessonaensneeringgresponsibilittyvsolelyvortthedesnshon. The sus bility Suite 150 andriseofthisdrawingforanystructureistheresponsibilitofthe9ulldingDesigrSerperANSI/TPI 1 c.2. For more information see this JOD's general notes page and these web soles ALPINE. www.el meaw.com; TPI: www 1 'nst org, SBCA www.sbundus .com; JCC' www.iccsafe org Orlando FL, 32837 r Job Number: N330090 Ply. 1 SEON: 10268 J T24 / JACK I Cust• R R8975 JRef: 1 W7UB9750056 TEEN BUILDER Oly 10 FROM. JJP DnvNo, 022 18 1024 38575 Truss Label: CJ5 I I KM / OF 01/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld 47.00 NCBCLL 10.00 Soft: 0.00 Load Duration: 1 25 Spacing: 24.0 " C 12 6 o to NI ih B ih A DI i 1 5r Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure Closed Risk Category: II EXP• C Mean Height: 15 00 it TCDL: 4 2 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 0 GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a IMPORTANT•• FURNISH THIS any Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Pg: NA Cl. NA CAT: NA PP Deflection in Ioc Udefl L/# Pf, NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.006 D HORZ(TL). 0.013 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.435 TPI Sid. 2014 Max BC CSI: 0.294 Rep Factors Used: Yes Max Web CSI. 0 000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.02A.1213.21WAVE J'•-AGE SF e• 10 o. 708 1 o t SAT O t0 • A coA #s"„0 wE 01 /23/2018 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL W B 341 /77 /279 /• /114 8.0 DI95 /9 /72 /- /- 1.5 C 1165 / 79 / 105 / - / - 1.5 Wind reactions based on MWFRS B Min Big Width Reg = 1.5 D Min Big Width Reg = - C Min Big Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# I ALL CONTRACTORS INCLUDING THE INSTALLERS I, installing.and brawn Refer to and follow the latest edition of BCSI (Building Iraclic2es, prior to performing these functions Installers shall provide temporary eshamt bfwebs astruct r l sGeathingaal dd bottQr hord shall have a progenye89lp6BGIIs ¢3, B7 or 1 v as shown above and on the Joint Details, unless noted otherwise. Refer to II not be respponsible for any deviation from this drawin9,a failure to build the tq, installation and bracing of l russgsA teal on this drawiXg or cover pageienineeringresponsibilitysoel or the des n shown. The suitabilityibilit of the Building Designer perYANSIlrPI 1 5r c.2. ALPINE: www aipmertw com: TPI: www.tpensLorg, SBCA. www.stiondustry i:or ICC I iCCSaf ALPINE M"Woowury 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply* 1 SEON: 10269 / 'T21 / JACK Cusp RR8975 JRef: 1W71.189750056 TEEN BUILDER Oly. 13 FROM. JJP DrwNo: 022.18 1024 39744 Trur.s Label: CJ3 KM / DF 01/22/2018 C 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 " M I o to ti ih i N I 4" 3 A D 2X4(A1) 1' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 15.00 It TCDL 4.2 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, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sol 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'k3.0", min. toe -nails at top chord. Provide (2) 0 131 "x3 0", min. toe -nails at bottom chord. 3' 3' Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg, NA Ct: NA CAT NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL)- 0 001 D HORZ(TL): 0.002 D Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 188 TPI Std: 2014 Max BC CSI. 0.097 Rep Factors Used: Yes Max Web CSI. 0 000 FT/RT.20(0)/10(0) Plate Type(s): VIEW Ver: 17 02 02A 1213.21WAVE 0.708 1 o't• SAT O 9. 46 F •• sPONAL EN , CID #O PI$41iftlum"iwt va 01 /23/2018 Maximum Reactions (lbs) Loc' R /U /Rw /Rh /RL /W B 1250 /61 /214 /• /75 /80 D 54 /4 /42 /- /- /15 C 190 /44 /54 /• /- /15 Wind reactions based on MWFRS B IMin Brg Width Req = 1 5 D Min Brg Width Req = - C 'Min Brg Width Req = - Bealring B is a rigid surface. Beading B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, hhandlin shippin installing.and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7 SBCA) f$r sa ety raclices prior to performing these functions. Installers shall provide to -pora bracin Der BCSI.. Unless noted olvI nvise,top chord shall have properly attached structural sheathing and bottom Nord shall have a proper y A ttach tl rigid ceilin Locations shown for ermanent lateral restraint bf w bs shall hay bracin installed r BC ctions ¢3, 87 tor 610, as app icadte. Apply plates to ach face otPtruss and positron as shown a€ove and on tie Joint9Details, unn ass note otherwrse. Refer to A LPI N Edrawings160A-Z fo s n aril p fate positions. Alpine, a division of ITW Buildl'ncct CComponegnt5 GrOUD InC. shall not be response le for any deviation from this drawrnp anY failure to build the N McotrussmcoofprmancewithONJIlTPI1, or for handtincL shipping, installation and bracing o(trussesA Seat on this dr8wirfq or over pa e , , 2400 Lake Orange Dr. listing this tlrawinq indicates acceptance of proTessionaf en ineerinq respponsrbiltN solely for the desr n shown.he suitability Suite 150andarseofthisrowingforanystructureisaresponsibflit of the uilding Designer pe ANSI/TPI 1 5 c.2. c.......... .d......•,....... .. ..w.........i...... ,.................w .:... ei clot ......, •i,....,w.,.... Tor ,....., ...... core• ,.......n.,..d,,.......... sec ........,...•r.,.... Orlando FL. 32837 Job Number: N330090 I Ply: 1 I SEON 10270 / T46 / JACK I Cust: R R8975 JReI: 1 W7U89750056 TEEN BUILDER Oty. 1 FROM JJP DrwNo: 022.18 1024.39729 Truss Label: CJ3A KM / DF 01/22/2018 Loading Criteria (psf) 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 " 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP- C Mean Height, 21 16 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: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1315" 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 T 0 1 2X4(A1) r 3' 1 8 3. 8 3'1"8 Snow Criteria (Pg,Pt 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): -0 002 C HORZ( L)- 0.004 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0.238 TPI Std: 2014 Max BC CSI: 0.152 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT 20(0)/10(0) Plate Type(s)• WAVE VIEW Ver: 17.02.02A.1213.21 M H. 0.708 i S T 9 ',, , • 4 ass/•........ COA #0° s ONAL ,I,ta•, 4N0Immtnnr,r to 01 /23/2018 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W A 147 135 / 108 / - / 71 11.5 C 60 112 /49 /• /- /1.5 B 103 /65 /65 /- /- /1.5 Wind reactions based on MWFRS 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, handling9 shippin , in%alling,and bracin Refer to and follow the latest edition of SCSI (Building t S fety Information, byy TPI an BCA) roe safety ractices prior to perfo Ming these functions. Installers shall provide temporary BSI. Unless noted olherwise,top chord shall have property attached structural sheathin and bottom hord shall have a pro ellidceiling. Locations shown for ermanent lateral restraint bi webs shall have bracing inst811ed per BC Is ections B3, B7 or 910y l e. AppTy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to 60A-Z for standard plate positions. for any eviation from this drawing ag failure to build theacingq ,trussesA real on thi draw gor cover page , op solely 1-or the des1 n shown. The suitability any A IPLNE N,mxaorv.K. 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON: 102711 T20 / JACK Cust: RR8975 JReI: 1W7U89750056 TEEN BUILDER Oly. 2 FROM- RDG DrwNo. 022 18.1024 34479 Truss Label: CJt I KD / OF 01/22/2018 Loading Criteria (ps0 TCLL: 2000 TCDL: 1700 BCLL: 000 BCDL. 1000 Des Ld 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " 4"3 1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed 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 ft Lot from endwall, Any GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by 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"x3 0", min toe -nails at bottom chord. 12 6 [7- C TM o in Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Fig NA Cl: NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration, NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.171 TPI Std. 2014 Max BC CSI: 0.022 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT:20(0)/l0(0) Plate Type(s): WAVE VIEW Ver: 17.02 02A 1213 21 3SS`•`GE SF ••% 0. 7.08 1 SAT O •: COA ao V sS+0 AL N•, ` Orrl.ntw+w 0I /23/2018 M 1-1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 164 / 186 /- / 37 / 8.0 D 9 110 114 /- /- / 1.5 C -15 /29 /21 /- /• /15 Wind reactions based on MWFRS B ; Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPl and SBCA) for safPety practices prior to performing these functions Installers shall provide temporarryy BGSI.. Unless noted otherwise,top chord shall have pro P.erly attached structural sheathing and bottom hord shall hav a pro2erly id Ceilin .Locations shown for permanent lateral restraint bf webs shall have br cino iet"%". ed p r BC I sections Q3, 7 or g10, e. Ap ley ufates to each face, o truss and position as shown above and on the oin Details, un ess noted otherwise. Refer to 60A-Z If r standard plate positions. his drawing an failure to build the on this drawiXq or over pa e, ie design shown. fThe sui9 brtrty any ALPINENE m TVr(IMRINI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 I Ply 1 I SEON. 10272 / T50 / JACK I Cusl: R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly. 4 FROM: JRH DrwNo. 022.18.1024.39854 Truss Label: CJ5L KM / DF 01/22/2018 Loading Criteria (psq TCLL: 2000 TCDL. 1700 BCLL: 0.00 BCDL. 10.00 Des Ld: 4700 NCBCLL: 10.00 Soft: 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, 15 00 R 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: not in 4.50 It GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 7 C Snow Criteria (Pg,PI 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 6th ad 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL). 0.006 D HORZ(TL): 0.014 D Creep Factor, 2.0 Max TC CSI: 0.403 Max BC CSI 0 286 Max Web CSI 0.000 VIEW Ver: 17.02.02A.1213.21 e•e..•,• A, /ice` f J o. 708 1 S T O cOA ONAI a•• 01 /23/2018 n 11i e- 1 Maximum Reactions (Ibs) LoclR /U /Rw /Rh /RL /W B 333 / 92 / 263 / - / 76 / 8.0 D 94 /9 /71 /- /- /1.5 C 158 /67 /91 /- /- /1.5 Wind reactions based on MWFRS B 'Min Brg Width 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# i 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 fabricating hh ndlin99 shiupin in 4alling.and bracing. , Refer to and follow the latest edition of BCSII(BuildingComponentSafetyInformation, by TPI ane'S CA) fbf safety ractices pnor to performing these functions. Installers shall provide temporary bracin per BCSI., Unless noted olherwlse,top chord shall have pro attached structural sheathing and bottom chord shall have a pro erly attachd rigid ceiling Locations shown for Dermanent lateral restraint bf webs shall have bracing installed per SCSI secoons B3, B7, or 10, as app ICa e. Apply Dales to each face_ or truss and position as shown above and on the Joins Details, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW B rII 1ng CCompon nts GTu In shall not be responsiple for any deviation from this %jiwinp an failure to build the M 11WOo,, truss in cgnformance with A 51lrPl 1, or or handlir I s liDpinq, installation and bracing of trussesA Seal on thi; dr3wiXq or coveripage 2400 Lake Orange Dr. listing this drawing, indicates acceptance of Dro ess ona en ineerin9 responsibilittyv solely for the des iqn shoWn. The suitability Suite 150andarseofthist7rawingforanystructureis (he responsibility of the Building Desigrfer pe7ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites, ALPINE. www.al meow tom TPI: www t mst or , SBCA www.sbcindustry.com. ICC www lmwfe.W Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON: 10273 / T51 / JACK Cust, RR8975 JRef. 1W7U89750056 TEEN BUILDER Oly: 4 FROM: JRH DrwNo: 022.18 1024.38432 Truss Label: CJ3L I KM / DF 01/22/2018 12 4 F_ C 2X4(A1) f — 1, r.T — 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std. ASCE 7-10 Fig NA Ct. NA CAT: NA PP Deflection in loc Udell L/# TCDL' 1700 Speed 150 mph Pf: NA Ce- NA VERT(LL): NA BCLL: 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): NA BCDL: 1000 Risk Category II Snow Duration, NA HORZ(LL). 0.001 D Des Ld: 47.00 EXP. C Mean Height: 15.00 It HORZ(fL)' 0 002 D - - NCBCLL: 10 00 TCDL 4.2 psi Code / Misc Criteria Creep Factor: 2.0 Soffit 000 BCDL 5 0 psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0 161 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI- 0.090 Spacing: 24.0 " C&C Dist a: 3 00 It Rep Factors Used, Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s), VIEW Ver: 17.02.02A 1213 21WindDuration: 1.60 WAVE Lumber Value Set. 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord. p1 tn+Imrtrrrnn 1 100906000 0 0.7108 S T O " tv c F 10 INIAA fIrfI"II> 01/23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reauire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition a division of TTN M ti li Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W i B244 / 71 /201 /• /50 /8.0 D 53 / 4 /40 /- /- /1.5 C:85 / 36 /47 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D i Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# failure to buildthe The'sui9bility ALPINE mrrwcorvwr. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 more information see Job Number: N330090 I Ply, 1 I SEON. 10274 / T52 / JACK I Cusl: R R8975 JRef• 1 W7U89750056 TEEN BUILDIIR Oly: 4 FROM- JRH DrwNo' 022.18.1024.38574 Truss Label: CJ1L KM / DF 01/22/2018 Loading Criteria (psr) TCLL 2000 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 Std: ASCE 7.10 Speed* 150 mph Enclosure, Closed 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. 0.18 Wind Duration: 1.60 Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 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) 0 131"x3.0", min toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord. 12 4 C B to A D 2X4(A1) 1' i- it Snow Criteria (Pg,PI in PSF) Pg: NA Cl' NA CAT Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration- NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0 000 D HORZ(fL)- 0 000 C Creep Factor. 2.0 Max TC CSI: 0.159 Max BC CSI: 0.021 Max Web CSI: 0.000 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 189 / 85 / 172 / - / 25 / 8.0 D 8 /10 /15 /• /- /1.5 C -15 /25 /22 /- /- 11.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02.02A.1213.21 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippig, installing and bracin/q. Refer to and follow the latest edition of BCSI (Building1SafeInformation, byY PI and SBCA safe ractices prior to perfo ming these functions Installers shall provide terhporaryrBGSIUnlessnotedotnerwise,top chord shall have pro rIv attached struqural shQathin and boltQrr hord shall have a properidceiling. Locations shown for ermanent lateral restr int bf webs shall hav braGn inI lied p r 8G 1 s6ctlons $3, B7 or B10yRe. Apply Dlates to each face, ofttruss and position as shown above and on tI a Joint9Details, un ess noted otherwise Refer to 60A-Z for standard plate positions. a division of ITW B itddl1nat CCompon ntss Grouuu Inc. shell not be respponsible for any deviation from this drawin an failure to build the cgnformance with /NSI/TPI 1, or or handhrtst shlupm , inst llabon and bracing QQf trusseesA eal on this dr wiXgg or cover pagge this drawing indicates acceptance of pnroTessronar en Ineeringg re ponsibilitty solelV or the desl n shown. The suitability ie of this drawing for any structure is [he responsibilit of the Build ng DesigtSer peIANSIITPI 1 5 c.2. information see this lob's general notes page and these web saes. ALPINE: www.atpmeitw com. TPI• www.tpmst org: SBCA www sbeindustry com, ICC www.iccsaf ALPINENE Nm.o)wrw+ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON: 10275 / T37 / SY42 Cusl. R R8975 JRef: 1 W7U89750056 TEEN BUILDER Oly. 1 FROM' JRH DrwNo: 022 18 1024.39277 Truss Label: FT1GE KM / DF 01/22/2018 Loading Criteria (psfl TCLL 40.00 TCDL: 10.00 BCLL: 0.00 BCDL' 5.00 Des Ld. 55.00 NCBCLL 10.00 Soffit 2.00 Load Duration: 1 00 Spacing: 24 0 " 11"12 .3',9"4 5',1"4 6',$."7',9-4 , 2 4"1 1XIS•8i 1'7'8' Fl8 1'2"8 Fl8 17"B rl8' 1'2"8'Fltr 81'2"8- 67"8 i III 1.3.12 III1.5X3 15X3 =4X4 a3X6 =_06 A B C D E F G H I J K T / I O / V R R P R 3X3 =4X6 11104 1.5X3 1111.5X3 1111.5X3 1111.5X3 1111.5X3 101.5X3 =04 1111.5X3 i 91 6• Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 15.00It TCDL: 4.2 psf BCDL 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP 2400f-2.OE Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur Fac.=1 00) TC: From 442 pit at 0 00 to 442 plf at 15.48 BC: From 10 pit at 0.00 to 10 plf at 15.48 TC: 1212 lb Cone Load at 15.38 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS. 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. Snow Criteria (Pg.Pt to PSF) Pg: NA Ct: NA CAT Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE i 15'7"4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.026 J 999 360 VERT(R). 0108 J 999 240 HORZ(LL): 0 005 1 - HORZ(TL): 0.014 1 Creep Factor, 2.0 Max TC CSI: 0.987 Max BC CSI: 0.588 Max Web CSI: 0 594 VIEW Ver 17.02 02A.1213.21 H. 9i i o. 7.08 1 S AT O 06 NO COA AL E 01 /23/2018 Maximum Reactions (Ibs), or'=PLF Loci R /U /Rw /Rh /RL /W V ii202 /3 /58 /- I- /7.2 V• :584 / 43 / 173 / - / - / 108 L 12747 / 107 / 789- Wind reactions based on MWFRS V I Min Big Width Req = 1.5 V Min Brg Width Req = - L Min Big Width Req = - Bearings V & V are a rigid surface. Bearing V requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp I - J1 150 -1185 J - K 94 -662 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. O-N 914 -111 N-M 1442 -184 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. B - U 59 - 480 0-1 180 - 1497 C-T 76 -616 I-N 432 -62 D - S 67 - 585 N - J 68 .410 E - R 67 - 589 J - M 144 -1239 F - O 67 - 593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 H - O 63 - 555 K - L 178 -1967 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin9 hh ndlin9 shin in installing,and bracing. , Refer to and follow the latest edition of BCSI (Buildln99ComponentSafetyInformation, by_TPI ana S CA)1oi sat°gno, prior to performing these functions. Installers shall provide temporary _ bract n Der BCSI., Unless noted otherwlse,to chord shall have pro attached structural sheathing and bottom chord hall hav'.a rogerattachdrt91dceiltna. Locations shown for ermanent latgral restraint of w bs shall have bractnq installed per SCSI s6ctshall 3, 7 or B10y as app Icabte. Apply Dtatgs to each face ofPtruss and postbon as shown above and on the Join`Details, unless noted otherwise. Refer to A IPLNEdrawings16OA-Z I r standard plate positions. Alpine, a division of ITW BUitdd1'ngg CComponents Group Inc shall not be regponsible for any deviation from this drawing,apy failure to build the ,r,,,wcu y y truss in conformance with N1I 1 1, or or handling shiipin?. installatidn and bracing gftrusseesA teal on this dr wingg or cover pa 2400 Lake Orange Dr. listing this drawing, indicates acceptance 9f proQessponalq en ineed responsibilittyv solelY tior the des n shoWn. The suiTability and use of this i'awing for any structure is p e responsibility of the Building Desigrier perANSI1TPI 1 S$c.2. I Suite 150 For more information see thisjob's general notes page and these web sites ALPINE: www allieneft com. TPI: www. mst.or ; SBCA www 3ticindu3try com. ICC www iCesefe.org Orlando FL, 32837 Job Number: N330090 I Ply: 1 I SEON. 10276 / T41 / SY42 I Cust: R R8975 JRef• 1 W7U89750056' TEEN BUILDtR Oty 5 FROM: JJP DrwNo' 022 18 1024.39448 Truss Label: FT2 KM / OF 0t/22/2018 Loading Criteria (psr) TCLL: 40.00 TCDL: 10.00 BCLL- 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10 00 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " 6 91 i' 2'0"12 ,7 12 6,_ I I 11- 312--I 2'6" TYP) 4X6 1 5X3 1111.5X3 A B C D 1' 3"12 2' 5"8 --{ 4X4 III 1.5X3 =1.5X3 E F G H jam a I i .. I FAA •• I yy,II,\/ 1. 5X3 —"^" —"A" 1112X4 1112X4 15' 4"12 Wind Criteria Wind Std- NA Speed: NA mph Enclosure- NA Category: NA EXP: NA Mean Height NA 0 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 Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 02 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with lop chord up. 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 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT.12(0)110(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.119 D 999 360 Maximum Reactions fibs) Loc R / U / Rw / Rh / RL / W O 840 / - / - / - / - / 7.2 VERT( TL): 0 275 D 900 240 J 827 / - / - / - / - / 3.5 HORZ( LL): 0.026 B O Min Brg Width Req = 1.5 HORZ( TL): 0.043 B J Min Big Width Req = 1.5 Creep Factor: 2 0 Bearings O & J are a rigid surface. Max TC CSI 0.773 Bearing O requires a seat plate. Max BC CSI: 0 779 Max Web CSI: 0.433 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. VIEW Ver: 17.02.02A. 1213 21 A-B 0 -571 E -F 0 -1910 B- C 0 -1454 F-G 0 -1455 C- D 0-1910 G-H 0 -571 D - E 0 -1917 i 0. 7.08 1 o :• SAT O Q COA l NAL 01 / 23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp P- O 1130 0 M-L 1747 0 O- N 1755 0 L -K 1130 0 N - M 1917 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A- O 0 -821 M-F 461 0 A- P 910 0 F -L 0 474 P- B 0 -888 L-G 516 0 B- O 514 0 G-K 0 888 O- C 0- 478 K- H 907 0 C- N 454 -5 H-J 0 773 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shiDpin installing. and bracing.. Refer to and follow the latest edition of BCSI Building dSafetyInformation, by TPI pn9 SBCA) q safety Rractices prior to performing these functions. Installers shall provide to porarryy r BCSI., Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall hav a propeA 4idceilinLocationsshownforermanentlateralrestraintbfwebsshallhavbraannslalledprBC51sectionsB3, 7 or B10Y ae. A .plgy Gtal s to each face o truss and position as shown above and on t ie aoint9details, un ess no otherwise Refer to 60A-Z for s enard plate positions. a division of n ri 1, or for n acceptance any sructure shall from this drpwing a failure to buildthe 1 SealonthisdrawXgorVovs [ability r orthedesnshown. ANSI/TPI1ac.2. A IPL NE iwnwcWrirn 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N330090 I Ply' 1 I SEON: 10277 / T38 / SY42 I Cust: R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly 7 FROM' JJP DrwNo. 022.18.1024.38276 Truss Label: FT3 KM / DF 01/22/2018 T e 50 1e 69, 8'6"8 1511,18 6.9, 1.9"8 67' 4"g 1'3"12 1'3"12 F t'— 2.6.. —'i i.''i i— {' 2.5.,8 —'i TYP) 4X6 1.5X3 1111.5X3 1111 5X3 =4X6 A B C D E F G H kmvw1WAEWAr,' m T. 1I L\14 I I I of ilk J. ...1. alp 0. N M L K 1.5X3 ="A" 1112X4 15'1"8 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Sid NA Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell L!# Loc R / U / Rw / Rh / RL / W TCDL: moo Speed: NA mph PI: NA Ce: NA VERT(LL) 0.112 D 999 360 p 825 / . ! - ! - / - / 7.2 BCLL: 000 Enclosure NA Lu NA Cs NA VERT(TL). 0.239 D 999 240 1 825- BCDL: Soo Category: NA Snow Duration NA HORZ(LL). 0.023 J - - P Min Big Width Req = 1.5 Des Ld: 55.00 EXP. NA Mean Height: NA it Code 0.037 B I Min Big Width Req = - NCBCLL* 10.00 Code / Misc Criteria Creep Factor 2.0 Bearing P is a rigid surface. TCDL NA psi Bearing P requires a seat plate BCDL NA psfSoffit. 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.652 g Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI 0 715 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a: NA it Rep Factors Used Yes Max Web CSI. 0,424 LMaximum Top Chord Forces Per Ply (Ibs) oc from endwall NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1• NA GCpr NA Plate Type(s) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -559 E - F 0 .1844 Lumber B- C 0 -1417 F- G 0 -1418 C- D 0-1845 G-H 0 -557 Value Set. 13B (Effective 6/1/2013) D - E 0 -1851 Top chord 4x2 SP #2 N Sot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp Lumber value set "138" uses design values approved 1/30/2013 by ALSC O - N 1106 0 L - K 1699 0 N- M 1706 0 K-J 1105 0 Plating Notes M - L 1851 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 # 3 HEM -FIR or better continuous strongback. q . p 0 -806 L - F 424 16 Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0128"xY%min.). Strongback material to g111itltllprlr A - O 891 0 F - K 0 -456 be supplied by erection contractor. n r' 49 Truss must be Installed as shown with top chord up. ,rim, `'•` H. " B . N 495 0 G - J 0 869 0i` ` y •.•••••..•• 44 N-C 0 -459 J•H 888 0 1, N •i•Cj E S . !..I C - M 417 23 H - I 0 802 i s ; 0.7108 1 o ; SAT O Q A tC • COA kir$ 0A an 01 /23/ 2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care In fabricating9, h ndlln9g, shipping, installing and bracing . Refer to and follow the la est edition of BCSI (Bulldin nen[ SafetyInformation, by TPI and S CA) fbr safety practices rior to performing these functions. Installers shall provide temporar 9 er BCSI., Unless noted olherwise,top chord shall have proper'attached structural sheathingg and bottom hord shall hav a properl c rlgld ceilln Locations shown for rmanent lateral restraint i webs shall havebr8Cin9 ins shied per BC I sections 3, 7 or B10y able. ApCloy Dlates to each face orruss and position as shown above and on the JoinrDetails, unless noted othervvlse. Refer to ALPINE 1s 160A-Z for standard plate positions. a division of ITW Bt II 11ntt CCompon nts Group In .shall riot be responsible for any deviation from this drawin ally failure to build the M,, Cew, Boni rmance with A 51lTPI 1, or tigor handllrfq shipping, Inst Ilatldn and bracing of trussesA seal on thig dr wirlg or cove page 2400 Lake Orange Dr. this SrawinindicatesacceptanceofpproesslonaenIneeringgreponslbltrsoleryNforthedesnshon. The suitability Suite 150 Ie ofthis iawing for any structure is 1Te responsibilit of the Buildng Desiglter pe/ANSIfI PI 1 S$c.2. inlormaeon see Ifes)oD's general notes page and mesa web sites. _ALPINE _ www alpmedw coin, TPI, www Ipinst org, SBCA: wwwsbcindus .win ICC www iccaafs.o Orlando FL, 32837 Job Number: N330090 I Ply. 1 I $ EON, 10278 / T40 / SY42 I Cusl' R R8975 JRef• 1 W71.189750056 TEEN BUILDER Oly. 7 FROM, JJP DrwNo' 022 18 1024 39182 Truss Label: FT4 KM / DF 01/22/2018 5'6" 6'10"4 14'8"12 r, 5,6„ '{' 1'4„4- f- 7'1,0„8 TMP) 4X6 =4X4 1.5X3 =1.5X3 A B C D E F G Loading Criteria (psr) TCLL 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 500 Des Ld: 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration' 1.00 Spacing: 24.0 " 1.5X3 1112X4 14'8"12 Wind Criteria Wind Sid NA Speed: NA mph Enclosure: NA Category: NA EXP' NA Mean Height: NA ff 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT, W Pf NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std' 2014 Rep Factors Used: Yes FT/RT'12(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 130 D 999 360 Maximum Reactions (Ibs) Lot R / U / Rw / Rh / RL / W 0 !803 / - / - / - / - 17.2 VERT(TL): 0 247 D 939 240 1 1791 /- / - / - I - / 3.5 HORZ(LL): 0.017 J - Q Min Big Width Req = 1.5 HORZ(TL): 0 024 J I ' Min Brg Width Req = 1.5 Creep Factor 2.0 Bearings Q & I are a rigid surface. Max TC CSI 0.541 Bearing Q requires a seat plate Max BC CSI: 0.816 Max Web CSI: 0.410 Members not listed have forces less than 375# VIEW Ver: 17.02.02A.1213.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0128"x3",min ) Strongback material to Nluunurq, be supplied by erection contractor. 10 Truss must be installed as shown with top chord up. H. PcEf•J.1' 0.708 1 o . SAT .. ON A RaMMMI"a" 01 /23/2018 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A- B 0- 540 D- E 0 -1722 B-C 0-1367 E-F 0 .1371 C-ID 0-1711 F-G 0 -539 Maximum Boll Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. P-O 1063 0 M-L 1717 0 0- N 1705 0 L- K 1658 0 N- IM 1711 0 K- J 1066 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A - 'Q 0 - 787 E - K 0 456 A - ,P 861 0 K- F 484 0 P- B 0- 829 F- J 0 837 B- i0 483 0 J- G 857 0 O-C 0 -572 G-1 0 738 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme Care in fa ncatin9 h ndlin shi ping installing,and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'S CA) f i sa ely practices prior to performing these functions. Installers shall provide temporary bracin Der SCSI._ Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properl attach , Amid ceiling Locations shown for latgral restraintel webs shall have br Gnq installed per BC I sections Q3; 87 or B10Y as app iCa a App y lac s to ach face, of truss and position as shown above and on the oinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for sPandard pate positions. Aluine, a division of ITW B itddl1'nctCCompon nt GrOuu In .,shall not be re;ponsiple for any deviation from this drawinsl an failure.10 build the µ„we,. 1cuss m conformance with N51liPl 1, or oriandnA s ilppinq, Installation and bracng of trussesA seal on thl dr8wir qq or over pa gge . 2400 Lake Orange Dr. listing this d awin indicattes acceptance of pro essionalq en sneering responsibilitv solelyy for the desl n shovdn. fThe sulCabflity Suite 150and9seofthis iawing for any structure is pe responsibilit of the Building DesigrSer perANSI/TPl 1 S$c.2. For more inlormauon see this ob's neral notes a e and these weD a4es: ALPINE: www.el Ineltw wm; TPI: www t Inst or , SBCA www.abundus .wm• ICC: www lusale-WQ Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON. 10279 / T4$ / SY42 Cust: RR8975 JRef: 1W7U89750056 TEEN BUILDER Oly. 1 FROM. JJP DrwNo' 022.18 1024 38917 Truss Label: FT4A KM / DF 01/22/2018 127"l2 14'8"12 5'6" 7'1"12 11'1"12 8" 17"8 5'6" S" g gg 2'6" _-1 1'5"4 1'4"8.".l 1i- TYP) 3X6 III 1.SX3 a 1.5X3 =3X4 1111t5X3 a 1.5X3 A B C D E F G H I T e c 1 1 .Lo tsz j'jT S R 0 P O M L K a t 5X3 as 3X4 Olt SX3 III 1.5X3 a 3X4 1112X4 1112X4 11'1"8 (3'7"4 t 14'8"12 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions fibs) TCLL. 40.00 Wind Std. NA Pg: NA Ct' NA CAT' NA PP Deflection in loc Udell U# Loc R I / U / Rw / Rh / RL / W T 609 / - / • / • / - / 7 2TCDL' 10.00 Speed: NA mph Pit NA Ce. NA VERT(LL). 0.069 C 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(fL): 0.151 C 999 240 N 815 / - / - I - / - / 3.5 BCDL. 5.00 Category NA Snow Duration: NA HORZ(LL)' 0 017 B - - K 2511 / 36 / - / - / - / 3 5 Des Ld: 55.00 EXP. NA HORZ ) L ' 0 026 B T Min B qWidthRe 1.5 Code I Misc CriteriaNCBCLL10.00 Mean Height: NA ft TCDL: NA psi Creep Factor: 2.0 N Min' Brig Width Req = 1.5 K Min Brg Width Req = 1.5 Soffit: 200 BCDL: NA sfP Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.511 Bearings T, N, 8 K are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.715 BearinglT requires a seat plate. Spacing: 24.0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI: 0.293 Loc from endwall: NA FT/RT: 1 2(0)/l 0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213 21 Chords tTens Comp. Chords Tens. Comp. Lumber A-B 0 -385 C-D 0 -972 Value Set' 13B (Effective 6/l/2013) B - C 0 -891 D - E 0 -683 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC S - R 761 0 P - O 968 0 R-0 974 0 O-N 413 0 Plating Notes 0 - P 972 0 All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp Webs Tens Comp 2x6 #3 HEM -FIR or better continuous strongback. A - T 0 - 592 D - O 0 458Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0128"x3",min ) Strongback material to Mtpfr1111 if1u A - S 1 616 0 O - E 432 0 be supplied by erection contractor. AM r,,, S - B 0 -597 E - N 0 -697 y Truss must be Installed as shown with top chord up. GE ••S / ., Y` 0.7108 1 aZ SAT O e 4 c 1 . ib ypd`` COA 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , h ndling, shlupin , installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byY TPI an S CA) far safety ractices prior to performing these functions. Installers shall provide terhporp% biotin Ger B SI noted olnerwise,top chord shall have property attached structural sheathing and bottom hord f hall have a proleUnlessattachdrigidceillnLocationsshownforermanentlateralrestrlntOfwebsshallhavebraaanqinstalledpfrBCIsecbonsQ3, B7 or B10YasappIcae. Ap iy plates to each face o truss and position as shown above and on the Join Details, un ess not otherwise. Refer, to drawings 160A-Z fgr standard plate positions. ALPINEAlpine, a division of ITW BuUitddl1ncQLCComponssnts G?uu In% shall not be responsible for any deviation from this drawin apY failure to build the ,,,,,w,, truss InCp of rmance wdh AN51lfPl 1, or for hanohri shI pin , mst Ilabon and bioting pf trussesA eat on thi dr winq or over page,, , 2400 Lake Orange Dr. listing this rawin indicates acceptance of prol'ess ona en neerin responsibility solely t or the des n shown. oThe suiAbillty Suite 150isethisrowingistheDesigtllterANSUTPI1andooranystructurearesponsibilityofulldingpec.2. For,more information see this ob's general notes page and these web sites ALPINE: www al inedw.com, TPI www t 'nst.or , SBCA. www.sbdndus .com: ICC: wwwJ=afe or Orlando FL, 32837 Job Number: N330090 I Ply. 1 I SEON- 10280 / T28 / SY42 I Cust: R R8975 JRef 1 W7U89750056 TEEN BUILDER Oly: 1 FROM, JJP DnvNo. 022.18.1024.38433 Truss Label: FT5GE KM / DF 01/22/2018 T le m 1 1e 1'7"12 1'7"12 17„ —+_ 1'4" -- TYP) 3X4 1113X3 ABC 14'8" 12 13'1" 1112X4 III2E4 1112FG4 11124 1112H4 III2X4 IM2X4 OK L M 3X3 - - - - lip 147'41 14'8" 12 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs), or'=PLF TCLL: 4000 Wind Sid, ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R; / U / Rw / Rh / RL / W TCDL. 10.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): 0 001 B 999 360 Y' 446 / 32 / 31 /- / - / 175 BCLL: 0.00 Enclosure: Closed Lu: NA Cs, NA VERT( L): 0.003 B 999 240 Wind reactions based on MWFRS BCDL: Soo Risk Category: II Snow Duration: NA HORZ(LL)..0.000 B - - Y Min Brg Width Req = - EXP. C HORZ : 0 000 B Bearing Y is rigid surface Des Ld' S5 00 (TL) g a g Mean Height 15 00 R Code / Misc Criteria Creep Factor: 2.0 NCBCLL: 10.00 P TCDL' 4 2 psi Membersnotlistedhaveforces less than 375# Soffit: 2.00 BCDL: 30sfBldgCode: FBC 61h.ed 201 Max TC CSI 0 828 P Maximum Gable Forces Per Ply (Ibs) Load Duration: 1.00 MWFRSParallelDist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0 038 Gables Tens.Comp Gables Tens Comp Spacing: 24.0 " C&C Dist a 3.00 It Rep Factors Used, Yes Max Web CSI: 0.141 Loc from endwall: Any FT/ RT:20(0)/10(0) X - B 100 -742 G - S 69 -586 GCpr 0.18 Plate Type( s): C - W 69 - 544 H - R 69 - 587 Wind Duration: 1.60 WAVE VIEW Ver: 17 02 02A 1213.21 D - V 70 - 596 1-0 70 - 583 Lumber -585 J - P 81 - 603 F - T 69 - 587 K - 0 69 - 516 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 "13191" 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 Our Fac.= 1 00 / Plate Our Fac =1.00) tUq+eunnirru TC: From 440 plf at 0 00 to 440 pit at 1448 BC: From 10 plf at 0.00 to 10 plf at 14.60 Plating Notes ••`•`GE S••• ` All plates are 1 5X3 except as noted 3 •• V F '; ,'i Wind = : 0.7108 1 Wind loads based on MWFRS with additional C&C = member design. Left cantilever is not exposed to wind ; t t SAT O Additional Notes L P ;Poo* e See ANSI/TPI1 Sect7foradditionalbracing ;' ` • c requirements. Bracing material to be supplied by ••` ••r•••.•' 9 erection contractor. r A GN Truss must be installed as shown with top chord up. COA eQNAi. b111111p11tils 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesr Ul xtreme care in fabricatingg, hhandling ship in installing.and bracin Refer to and follow the latest edition of BCSI (fBuilding Component Safey Information, by TPIandSBCA) rot safep 0iactices prior to performing these functions Installers shall provide terhporary bracin uer BCSI., Unless noted oUlerwise,top chord shall have properly attached structural shgathin9 and bottom hord shall have a pro errlly attach d rigid ceilin Locations shown for permanent lateral restr8int bf webs shall have bragnq installed pfr Bc l actions 83, B7' or 10 as app IS e. Appy, Plates to ach face, of truss and position as shown above and on the Joml Details, un ess note otherwise. Refer to ALPINE drawings 160A-Z for standardpPfatepositionsAlpine, a division of ITW Bt1IIdd11'ncct CCompon nts Gr u Inc shall not be responsible for any deviation from this drawin a(1Z failure to build the .rmvcow.x+ 11cuss in cgnf4rmance with AN51lfPl 1, or or an II s1 shippin ,Installation and brawny of trussesA eal on this dr wl a or coverlpa9e , 2400 Lake Orange Dr. listingg this prawing indicates acceptanceofproTessionalqenineerinyresponsibilitysolelrtiorthedesinshovan. The suiTability Suite 150 and Ose or this ddrawingforanystructureistheresponsibility01thebuildingDesignerpeANSIITPI15$c.2. For more mlorrnabon see this' b's nerel notes a e and U1ese web artes• ALPINE: www al me Nv tom, TPI. www.t mst.or :SBCA www sbcindtrs Wm; ICC: www.ictsale org Orlando FL, 32837 Job Number. N330090 Ply: 1 SEON. 10281 / T39 / SY42 Cust• R R8975 JRel: 1 W7U89750056 TEEN BUILDER Oly. 3 FROM: JJP DiwNo' 022 18.1024.39073 Tn:ss Label: FT6 KM / OF 01/22/2018 5'6" 7'10"4 i 14'5"12 5'6" 2'4"4 6'7"8 f 2'6" NP) 4X6 1.5XA3 T 51e 50 1 1 Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Sid. NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL. 5.00 Category, NA EXP: NA Des Ld 55.00 Mean Height NA ft NCBCLL 10.00 TCDL NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 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 #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3.1Od Box or Gun nails (0128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1i— 312'i 1111 5 C D Snow Criteria (Pg,PI in PSF) Pg: NA CC NA CAT- W Pf. NA Ce. NA Lu. NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Sid. 2014 Rep Factors Used: Yes FT/RT 12(0)/10(0) Plate Type(s): WAVE 14'5"12 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.150 D 999 360 VERT(TL): 0.330 D 693 240 HORZ(LL): -0.023 G - HORZ(TL): 0 037 G Creep Factor: 2.0 Max TC CSI. 0 884 Max BC CSI: 0.788 Max Web CSI: 0.400 VIEW Ver 17.02 02A 1213 21 i 0.7108 1 a SAT O Q COAe QNAI. 01 /23/2018 06 G Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W O1 789 I- /• /• /- /7.2 H, 789/- O' Min Brg Width Req = 1.5 H I Min Brg Width Req = - Bearing O is a rigid surface. Bearing O requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A• B 0- 527 D- E 0 -1660 B-C 0.1339 E-F 0 -1339 C-D 0 -1665 F-G 0 -526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp N= M 1038 0 K- J 1584 0 M ,- L 1661 0 J- 1 1049 0 L , K 1665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A= O 0- 773 E- J 0 390 A; N 841 0 J- F 460 0 N-B 0 -811 F-1 0 831 B=M 479 0 I-G 838 0 M'• C 0- 585 G- H 0 763 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9guire extreme wfe in fa ricatin , handlin shi pinta' nstalling and brawn Refer to and follow the latest edition of BCSI (Building S fety Information, by TPI an SBCA) f'r safety icesSIUnlessnotdoherwise,top chord shall havpropetdceilinLotonshownforermanentlterastraintbfwebsshallhavebraGnainstalledperBCIsections133, 7 or 810, 8e. Apptgy Dtat s to each face 0 ttruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for stan ard plate positions. of ITW Building Components Group Inc. shall not be responsible for ALPINENE r1 rl 1, or Tor n acceptance any structure www aiomeaw corn: TPI wnwcowrwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEON: 10282 / T15 i / SY42 Cush R R8975 JRef• 1 W7U89750056 TEEN BUILDER Oty: 1 FROM. JJP DrwNo' 022 18 1024 39995 Truss Label: FT7 KM / DF 01/22/2018 7'104 14'5"12 2.4"4 67'8 1'3"12 TYP) 3X6 1.5X3 1111.5X3 3X6 A B C D E F G T Ie 50 O N M L K J I H 1.5X3 =3X4 IH1.5X3 III3X4 1112X4 1112X4 I r 6'1" i8'4"1 z 14'5"12 Loading Criteria (psn Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Fig: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh I RL / W O 620 / - / - / - / • / 7.2TCDL1000Speed: NA mph Pf. NA Ce NA VERT(LL) 0.141 D 692 360 BCLL: 000 Enclosure NA Lu NA Cs' NA VERT(TL). 0.315 D 428 240 L 288 / - / - / - I • / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)- -0 023 G - H 671 Des Ld: 55.00 EXP. NA HORZ . 0.037 GlTL) O Min B Width Re 1.5q = Code I Misc CriteriaNCBCLL1000 Mean Height: NA It TCDL: NA psi Creep Factor, 2 0 L Min Brg Width Req = 1.5 Soffit: 2.00 BCDL. NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.747 H Min Br Width Reg q i " Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI. 0 798 Bearings O 8 L are a ngid surface Bearings O 8 L require a seat plate Spacing: 24.0 " C&C Dist a. NA It Rep Factors Used: Yes Max Web CSI. 0.324 Loc. from endwall: NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17 02 02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A•B 0 -387 D-E 0 -1115 Value Set: 13B (Effective 6/1/2013) B • C 0 •941 E - F 0 -1063 Top chord 4x2 SP #1 C • D 0 -1117 F - G 0 -427 Bot Chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC N-M 759 0 K-J 1190 0 Plating Notes M- L 1122 0 J• 1 859 0 All plates are 3X3 except as noted. L - K 2233 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback Webs Tens.Comp. Webs Tens. Comp Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xW,min.). Strongback material to tplumyr hr A - O 0 -605 M - C 143 - 502 Ibesuppliedbyerectioncontractor. P( , 618 N 590 I 681 68 B 0 Truss must be installed as shown with top chord up B . M 407 - 29 G . H 0 -641EH 34S'N`vv•o \> Sic .,• i o. T08 a S COA epaa, ANAL 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndling shiupin installing.and bracing.. Refer to and follow the la}est edition of BCSI (BuildingComponentSafetyInformation, byY TTPI an S CA) ra) safety ractices prior to performing these functions. Installers shall provide te9porary bracin999 ppper BCSI .Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro2er0ry attach8a rad ceilm Locations shown for ermanent lateral restraint bf webs shall hav braacing9 installed pfr BG I sections ¢3! B7 or B1 as app ica e. App y DD at s to each face, o truss and position as shown above and on tI JoinrDetails, un ess noted otherwise. Refer to drawings 160A-Z for stan ard plate positions. ALPINE Alpin a division of ITW BUilddi1ng om onentSS G?0uDD In, .,shall not be responsible for anydeviation from this dr wiflg any failure to build the trrlss in nformance AN51lt 1 1, r for handling installation bracing f lrussesA this Crawinq overwithshiDpina, and teal on or listing this drawin indicates acceptance of prolessione en sneering responsibflitt solelryy for the desiign shown. ise this awing for is >Plie the Desigrier 1 5$c.2. pagge 2400 Lake Orange Dr. r he suitability 2400 Lake SuiteOrland150andofanystructureresponsibilitofBuildingpeYANSI/fPI For more information see this ob's eneral notes a e and these web sites: ALPINE. www.al 'nedwxom: TPI: www.l inst.or ; SBCA: www.slxwndus com:,ICC: cow Jmsafe o FL, 32837 Job Number: N330090 I Ply. 1 I SEQN: 10283 / T30 / SY42 I Cust R R8975 JRef 1 W7U89750056 TEEN BUILDER Qly. 2 FROM: JJP DrwNo: 022.18.1024.38604 Truss Label: FT8 KM / DF 01/22/2018 1271 N 7'1"12 11'1"12 1 1 1 y9"121 7"6 p 5.6.. 1'7"12 4' g 2.6- 1.5"4 -'+` 1.4^6 TYP) I 03X4 III1.5X3 1a;5ABCD3E4 w4FCH 6 11115= X3X4 T • to III SX30n IS R Q III1.5X3 1111.5= X3 3X4 =_44X4 !4XK 4 4 1112X 1 1174 3'2" -- 1t i- 14'5" 4 - Loading Criteria (psq Wind Criteria TCLL: 4000 Wind Std: NA TCDL. 10.00 Speed. NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld 5500 EXP. NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit. 2.00 BCDL NA psf Load Duration: 1 00 MWFRS Parallel Dist: NA Spacing 24 0 " C&C Dist a NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration. NA Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM - FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3", min.). Strongback material to be supplied by erection contractor This truss spaced @ 24. 0" oc supports additional concentrated load at right end from 9 00' stud wall 13 75 PSF) supporting 0. 0-0 roof spans with 0-0.0 overhang. Roof load: 20 00 psf LL and 7.00 psf DL Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Malilmum Reactions (Ibs) Pg NA Ct. NA CAT. NA PP Deflection to loc Udell U# Loc R / U / Rw / Rh / RL / W Pf• NA Ce, NA VERT( LL) 0 080 J 504 360 S 523 / - / - I - / - / 7 2 Lu, NA Cs NA VERT( TL) 0 214 J 324 240 M 1340 / - / - / - / - / 3 5 Snow Duration: NA HORZ(LL). 0.025 1 - S Min Brg Width Req = 1.5 HORZ(fL). 0.045 1 M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings S 8 M are a rigid surface. Bldg Code: FBC 6th ed 201 Max TC CSI: 0 886 Bearing S requires a seat plate. TPI Sid. 2014 Max SC CSI. 0,901 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.396 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s). WAVE VIEW Ver: 17.02. 02A.1213.21 B - C 8D - 681 E - F 920 0 C- D 248 -640 F- G 383 0 D • E 510 - 230 S+ i NtD.708 1 / ot• SAT O :: COA #0 i NAt 01 / 23/2018IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE and these web sites Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp R - Q , 627 - 4 O - N 632 - 256 Q - P 647 - 242 N - M 34 - 711 P - O 640 - 248 M - L 0 - 868 Maximum Web Forces Per Ply fibs) Webs ; Tens Comp. Webs Tens. Comp A- S 0- 504 E- M 0 834 A- R 505 0 M- F 0 687 R-B 10 -494 F- L 749 0 D-N 0 -731 K- 1 0 523 N - E 609 0 INSTALLERS the latest edition of SCSI ( Budding Installers shall provide terhporparr bott BGI oser ttions 3vB700810; inn lessnot otherwise. Refer to n this drawtng an failure to build the at on thrg drawi; or cover pa ¢ Lthedesignshown. The sui9bility ALPINE INE w+nwaowu+r 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 I Ply. 1 I SEON. 10284 / T36 / SY42 I Cust: R R8975 JRef. 1 W7U89750056 TEEN BUILDER Oly: 1 FROM. JJP DnvNo, 022.18.1024.39385 Truss Label: FT9 KM / DF 01/22/2018 5'6" 7'6" 10'3" 12'4" 8 14' 5'6" 2' 29„ 2,1"8 1,T,8 1'3" 12 1 1'3" 12 1'3"12 TYP) 3X6 15X3 1111.5X3 =4X4 11115X3 1111.5X3 =3X4 A B C D E F G H 1W 9` 0110,11 1wli_ i M j M ir/A0FAN im! 4 F. vPONMLvK J I 01.5X3 =3X4 1111.5X3 =4X4 1112X4 1112X4 I T11' 7 2711 --t- T41"15 — i r 14' I Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL 1000 Speed NA mph BCLL 000 Enclosure: NA BCDL. 5.00 Category: NA DDes Ld 55.00 EXP: NA Des . 00 Mean Height: NA it NCBTCDL: NA psi Soffit: 2.00 BCDL: NA list 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 02 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 Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min.) Strongback material to be supplied by erection contractor. Negative reaction(s) of -228# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Ph NA Ce: NA VERT(LL): 0 095 M 913 360 P 610 / - / - / - / - / 7.2 Lu NA Cs NA VERT(TL) 0 192 M 640 240 L 165 / 228 / - / - / - / 11.3 Snow Duration, NA HORZ(LL)- 0 024 B - K': 682 / - / - / - / - / 11.3 HORZ(TL). 0.035 B 1 304 Code / Misc Criteria Creep Factor, 2 0 P Min Big Width Req = 1.5 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.561 L Min Big Width Req = 1 5 TPI Std 2014 Max BC CSI 0.722 K Min Big Width Req = 1.5 Rep Factors Used. Yes Max Web CSI: 0.341 1 Min Brg Width Req = - Bearings P, L. & K are a rigid surface. FT/RT:12(0)/10(0) 12(0) 1 Bearings P, L. & K require a seat plate. Plate WAVE VIEW Ver: 17 02 02A.1213.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. A!-B 0 -386 C-D 0 -952 B!- C 0 -892 D- E 0 - 942 MH• rrr'' 14NSa , F . o. i48 1 T O COA t10Trp/yd`y 01 /23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. O- N 765 0 M- L 952 0 N1- M 956 0 L- K 575 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A.P 0 -592 L -E 715 0 Ai-O 617 0 E-K 0 -642 O,-B 0 -601 IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shippin ingtalling,and bracing. Refer to and follow the latest edition of BCSI (BuildinglSafetyInformation, by TPI an SBCA) f r safety Practices prior to performing these functions Installers shall provide tempura r BGSI.. Unless noted o herwise,top chord shall have pro l attached structural sheathing and bottom hord Shall have a properrYNg9irlceilingLocationsshownforermanentlat6ralrestrintbfwbsshallhavebraacingainstalledprraSIsectionsB3, B7 or 810aa. Apply Plates to ach face, of°truss and position as shown a€ove and on the JoinfDetails, unless noteo otherwise kefer to ALPINE60A-Z for standard pate positions. vision of ITW B 1ildl'nac CCom nsnts GT Inc shall npt be resDonsi le for an deviation from this dr win ,an failure to build the winvoformancewithAN11/TPI 1 for handurfa shinpino, installation and bracinu yof trussesA seat on thi$ dr wiXq or cover page , , 2400 lake Orange Dr. drawing indica es acceptance of proTessionar en ineed resgonsibiliri soV for the design shown. I7he suitabrhty Suite 150dtitheBftrfr' Se > this rawing or any structure s e responsibili of the uildi g Desig er pe ANSI/TPI 1 c.2. s..,..............r....................... ...w .r........w..... wr.... ........r................ to .................. core Orlando FL. 32837 Job Number: N330090 Ply: 1 SEON: 10285 / T45 / SY42 Cust R R8975 JRel, 1 W7U89750056 TEEN BUILDER • Oly. 1 FROM, JJP DrwNo: 022.18.1024 39825ITrussLabel: FT10 KM / DF 01/22/2018 5'6" 7'6" 10'4"8 12 3 5'6" 2' 2'10"8 1.10 + TYP) a 4X4 1.5X3 1111.5X3 11115X3 =3X6 A B C D E F G H T Ie CD 1 erN/\A1 N.\. I&M 1 O P O N M LI'l K J I a 1.5X3 1111 5X3 III 1.5X3 3X4 1112X4 8' 11 "4 5'0" 12 -i 14' Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std. NA Pg• NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W O 546 I - / - / - / • / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0.132 C 771 360 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.253 C 531 240 L 616 I - / - / • / • / 8 0 BCDL: 5.00 Category NA Snow Duration: NA HORZ(LL). 0.037 B - - 1 377 / - / • / - / - / - Des Ld 55.00 EXP NA HORZ L . 0.055 B O Min Br Width Re 1 5gq Code I Misc CriteriaNCBCLL 10.00 Mean Height: NA rig TCDL. NA psi Creep Factor 2 0P L Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA sfD Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.928 1 Min Brg Width Req = - Bearings O & L are a rigid surface Load Duration: 1.00 MWFRS Parallel Dist, NA TPI Std: 2014 Max SC CSI. 0.975 Bearings O 8 L require a seat plate. Spacing: 24.0 " C&C Dist a: NA R Rep Factors Used. Yes Max Web CSI: 0.255 Loc from endwall NA FT/RT-12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE IVIEW Ver• 17.02.02A 1213 21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 0 -734 C-D 0 -701 Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp. Chords Tens. Comp Webs 4x2 SP #3 Lumber value set "138" uses design values P - O 666 0 N - M 701 0 approved 1/30/2013 by ALSC O - N 708 0 M - L 694 0 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 3X3 except as noted. Webs Tens Comp. Webs Tens Comp. Additional Notes A- O 0 -527 D- L 0 -686 2x6 #3 HEM -FIR or better continuous strongback. A - P 535 0 J - H 447 0 P - B 0 - 526 H - 1 0 380Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"xT%min ) Strongback material to M111+rr111urrr r be supplied by erection contractor.w Truss must be installed as shown with top chord up •.... All, PGE 0.708 1 ' o't• S T O ,; fcr ,. COA #oAL,`r` 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shippin ingtalling,and bracing , Refer to and follow the latest edition of SCSI (BuildingPracticesComponentSafetyInformation, by TPI an a SBCA) fb) safety prior to performing these functions. Installers shall provide bracin Der BCSI. Unless not olherwise,top chord shall have properly attached structural sheathing and bori2m chord shall tempora have a prope attach rl r1sfid ceiling Lovations shown for permanent latgral restraint bf webs shall have braGnq ns[elled p r BCSI sections 93, B7 or B1 , Referasapplcalrie. Apply Dlates to each face, of truss and position as shown above and on the Join`etails, unless noted othenvlse. drawings 160A•Z for standard plate positions. to A LPI N E At InP„ a division of ITW Bt ildl1'ncct CCompongntS GrOyu Inc. shall not be respponsible for any deviation from this drawing art failure to build the .1,mvrnwrrrr ttruss in nformance with AN51/TPI 1, or for handlin shiDpinq, inst IlatiOn and bracing gf,trussesA eal on this drBwiXg or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceD ance of Pro$ess onalq en ineennq responsibilittyv solelryy or tthe desi n shown. The suiTability Swte 150andfiseofthisdrawingforanystructureismeresponsibilitoftheBuildingDesigrSerpefANSIlfPI15c.2. For more mformaiion see thisob's enerel notes a e and Inese web sites ALPINE www al meiNv.tom TPI: www msi or SBCA www sbGndusr .com ICC www.iccsale. DnandO FL, 32837 Job Number N330090 Ply: 1 SEON. 10286 / T34 / SY42 Cusl• R R8975 JRef: 1 W7U89750056 TEEN BUILDER Oly. 1 FROM. JRH DrwNo: 022.18.1024.38588 Truss Label: FT11 KM / DF 01/22/2018 gg g 5'6" 7'6" 9' 8"8 117 2.6" 1'4-8 TYP) 4x4 03x4(•• 13X3015X3as3X3 3X3 103X6 1113X6 A B C D E F G H T 11hN r T V6 P O N M L K J 3115X3 e3X3 = 3X3 1115X3 101.5X3 a3X3 1113X4 I 1115X3 112X4 6' 11"4 27.12 --i 117' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W P 569 / • I - / - /_ / 7.2 TCDL: 1000 Speed- NA mph Pf: NA Ce: NA VERT(LL), 0.112 C 911 360 BCLL: 0.00 Enctosure: NA Lu: NA Cs- NA VERT(TL). 0.216 C 644 240 K 365 I • / - / - / . / 8.0 BCDL- 5.00 Category: NA Snow Duration: NA HORZ(LL)' 0 030 B - - G 411 / • / - / - / - / 3.0 Des Ld: 55.00 EXP- NA HORZ L 0 043 B T )• P Min Br Width Re 1.5 gq = Code / Misc Criteria NCBCLL' 1000 Mean Height: NA It TCDL NA psf Creep Factor, 2.0 K Min Brg Width Reg = 1.5 Soffit 2 00 BCDL: NA psf Bldg Code: 61h.ed 201 Max TC CSI: 0.8 G Min Br Width Re 1.5 Bearings P, K, & G are a rigid surface. Load Duration 1 00 MWFRS Parallel Dist, NA TPI Sid 2014 Max BC CSI: 0.871 71Bearings P 8 K require a seat plate. Spacing 24.0 " C&C Dist a NA R Rep Factors Used. Yes Max Web CSI 0 269 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA I WAVE VIEW Ver. 17.02.02A 1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -790 E- F 0 -404 Value Set: 138 (Effective 6/1/2013) C - D 0 -793 F - G 0 -377 Top chord 4x2 SP #2 N D - E 0 - 403 Bot chord 4x2 SP #2 N Webs 02 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp Chords Tens. Comp approved 1/30/2013 by ALSC O- N 701 0 L-K 785 0 Plating Notes N- M 798 0 K- J 392 0 1 plate(s) require special positioning. Refer to M - L 793 0 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. MtnrlrmWr4ap A - P 0 - 550 D - K 0 - 676 Attach to each truss where shown with 3-1 Od Box or fl A - O 564 0 J - G 562 0 Gun nails (0.128"x3",min.). Strongback material to `p.,v' . / 'ix O - B 0 -552 be supplied by erection contractor ``rI•••..••""'••.•• '' Sr` •.• Trussmustbeinstalledasshownwithtopchordup.ot :• GE r 1 4• t• S T O • PFSS` rr...••Nv COA N f,#®rp 0 •a 01 / 23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndling, shi ping installing•and brags .. Refer to and follow the latest edition of BCS I ffBuildinpr1 Component Safety Information, by TPI ane S CA) r8r safety practices prior to performing these functions Installers shall provide terhporarV bracts per BCSI. Unless noted o herwise,top chord shall have pro el attached structural sheathing and bottom chord shall hav a pro errlly attachrln_gid ceiiinaq. Locations shown forfpermanent lateral restraint bf webs shall hav bracing installed pgr BCSI sections $3, 7 or 10, _ Applyp to face truss and as shown above and on the Join`Details, un I notes otherwise Refer to asappICaaatseachopositiondrawings 160A-Z for slan ard plate positions. ALPINE Alpine, a division of ITW Build 11'n CCom onsnis Grpuu Ins. shall not be respponsiple for an deviation from this drawin any failure to build the trussinconformancewithANSIl PI 1, r for hanr7lirSq shipping, inst Ilation and bracing yoi trussesA eat on this dr wirfq or cover page 2400 Lake Orange Dr.r this drawing indicates acceptance of proTessionaf en Ineering res onsibilittvy solelyor the des i n shown. finduseDesigrier1S1c.2. ty ThesuiatiliSuitea50 andofthisdrawingforanystructureistheresponsibilityoftheBuildingperrANSI/TPI nsl. or Orlando FL. 32837 For more information see this job's general notes a and these web sites, ALPINE: www al ineitw com: TPI: www.t ; SBCA www sbtindust cam. ICC: www.iccsafe or Job Number: N330090 I Ply 1 I SEON. 10287 / T31 / SY42 I Cust: R R8975 JRef: 1 W7U89750056 TEEN BUILDER Oly: 1 FROM. JRH Dnallo: 022.18.1024.38416 Truss Label: FT12 KM / OF 01/22/2018 Loading Criteria (psq TCLL: 4000 TCDL: 10.00 BCLL: 000 BCDL: Soo Des LC: 55 00 NCBCLL: 10.00 Soffit: 200 Load Duration: 1.00 Spacing: 24.0 " T 1 i 10 8'8 i,8; p12 6 g,10,. 8 g'2" g 117" 1 . 1g,8 ig 10 8 'i F 1T 8 r 1:2..61r 1:2..61f 1:2„g7ii' 8 B 12 611712ppaa 0' 3X4(" 4X4 113X6 03X6 A B C D E F G H I J K Wind Criteria Wind Sid. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall. not in 72 00 it GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set, 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bot chord 02 SP #2 N Webs 4x2 SP 93 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 380 plf at 0.00 to 380 pit at 11.46 BC From 10 pit at 0 00 to 10 plf at 1108 TC: 235 Ib Conc Load at l l.46 Plating Notes All plates are 1.5X3 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0128"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pi in PSF) Pg: NA Ct, NA CAT, W Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed TPI Sid 2014 Rep Factors Used: Yes FT/RT 12(0)/10(0) Plate Type(s): WAVE Y T i Deft/CSI Criteria Maximum Reactions fibs), or'=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.022 1 999 360 U• 422 / 34 / 49 / - / - / ill VERT(R): 0 076 1 664 240 J 740 / 48 / 200 I - / - / 3.0 HORZ(LL)- -0.006 J - - Wind reactions based on MWFRS HORZ(TL)- 0 011 J U Min Brg Width Req = - Creep Factor: 2.0 J Min Big Width Req = 1.5 Max TC CSI 0 721 Bearings U & J are a rigid surface. Max BC CSI: 0.492 Bearing U requires a seat plate Max Web CSI: 0.124 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp VIEW Ver 17.02 02A 1213 21 T - B 78 - 499 E - O 51 - 504 C - S 73 - 512 F - P 53 - 530 D-R 51 -517 N-H 84 -525 Sri A SIONAt. ENSCOA #Ou.r_____....w111 01 /23/201 S WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling shiupin installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) fbF safety ractices pnor to performing these functions Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have propperl attache structural sheathing and bottom hord %hall hav a pro22en i id ceiting Locations shown for ermanent lateral restrbint i webs s all hav bracrn mst%Iled pgr BC I sections 03, 7 or B10. e ADD7v Dlates to each face opiruss and Dosition as shown above and on the aoinl9Details. unless noted otherwise Refer to failurepto buildthe The su [ability ALPINE NEany MIIV/ COMrVn' 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number N330090 TEEN BUILDER Trues Label: FT13 Loading Criteria (psf) TCLL: 4000 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing, 24.0 " T ,—FLo Co 1 e Ply, 1 I SEON• 10288 / Oly. 7 FROM: JJP 56 + 714 5'6" 17 4 4'8t'— 2.6" TYP) 3X6 I 1.5X3 =3XX3 3C3 III1.5pX3 -3E3 ! SY42 I Cust: RR8975 JRel: 1W7U89750056 DrwNo 022 18.1024 39152 KM / OF 01/22/2018 11'2"12 4'1"8 3X3 1 5X3 F L;— of , I. H 1.5X3 III2X4 1112X4 I 117'12 i Wind Criteria Wind Std: NA Speed, NA mph Enclosure: NA Category: NA EXP NA Mean Height NA 1t 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 #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 Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT. NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.071 C 999 360 N 1611 / _ / _ / - / - 7.2 Lu: NA Cs: NA VERT(fL): 0.153 C 999 240 H 598 / - / - / - I - 3.5 Snow Duration: NA HORZ(LL). 0.018 B N I Min Brg Width Req = 1.5 HORZ(TL). 0.029 B H Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor, 2 0 Bearings N 8 H are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI: 0.547 Bearing N requires a seat plate. TPI Sid 2014 Max BC CSI, 0.721 Rep Factors Used Yes Max Web CSI: 0.294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens. Comp. Plate Type(s), WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -387 C - D 0 -973 B -C 0- 895 D- E 0 - 966 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. M I L 764 0 K- J 973 0 L- K 975 0 J- 1 755 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A -IN 0- 593 E- I 0 - 605 A - IM 617 0 1- F 595 0 M -) B 0 .600 F- H 0 -549 J -E 422 0 0.7108 1 ot• S T O . cOA aNAI 01 /23/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire x reme care in fabricating, handling shippi g in.4talling,and braGnp Refer to and follow the latest eQIli on of fSfeInformation, by TPI an I i safe Practiceslvprior to perfo ming these functions. Installers shall prof aid ceilinan1eLocationsoshown fortoermanent lateral restraint bi websshall haVuer brsaaugngqthn55 1 ed pottoEI chordshall ae. AppTy plates to each face ofptruss and position as shown above and on the Joinrdetalls, unlessGnoolted otherw 60A-Z for standard plate positrons. shall his drawin an failure to build the on thiggdrawing or c_he s ag briny ie desim2hoNn. Toyer l CA: w . abcindus com, ICC WNW iccseflCC WNW iccsefAP NE rTPI1, or torn r acce tanceany structure M"WC Vrx. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orl 120 moh Wind Soeed, 15' Henn Heloht. Partially Enclosed. Exoasure D. Kzt = 1.00 S 2x4 Brace Goble Vertical Spacing I Species I Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace ON Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-> J d Q S P F H F NI / N2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' la, a, 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' l' 9' 6' t2' 0' 12, 6' 14' 0' 14' 0' Stud 3' B' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12, 0' l2' 6' 14' 0' 14' 0' Standard S P D F L 4' 0' 6' 8' 6' It, 7' 0' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 1 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' k3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, el' el' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 111 7' 5' 9' 2' 9' 7' t0' 111 11' e' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U i Q1 U 0 S P F u F flkl / N2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' ll' 0' 13' it' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' l' 7' 9' 8' 9' 9' 1' t0' 5' l0' 10, t3' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' to, 5' l0' to, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' l' 8' 8' l0' 5' l0' 10' 12' 8' l3' 7' 14' 0' 14' 0' S P D F L N1 4' 7' 7' 7' 7' ill 9' 0' 9' 4' l0' 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 1l' 0' 13' 11' 14' 0' 14' 0' 4' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' l' t0' 6' 10, t1' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, t0' ill 10' 12' 7' 14' 0' 14' 0' d L7 X d U O N S P F L i F f pl / 02 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' t0' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' t0' 0' it' 6' 12' 0' 14' 0' 0 14' ' 14' 0' 0 14' ' Standard 4' 7' 7' 0' 7' 5' 9' 4' t0' 0' ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L k1 5' 1' 8' 5' 8' 8' 9' it, l0' 3' ill 9' t2' 3' 14' 0' 14' 0' 14' 0' 14' 0' k2 4' 10' 8' 3' 8' 7' 9' 9' l0' 2' it' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' p3 4' 9' 7' 4' 7' 10' 9' 8' t0' V lt' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' IO' 9' B' to, 1' lt' 7' t2' 0' 14' 0' l4' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' it' 6' t2' 0' 13' 7' 1 14' 0' 1 14' 0' l4' 0' About/ Gajt: bleTrussDiagonal brace options T vertical length may be 1 doubled when diagonal is, 3B brace Is used. Connect L dagaal bract for 6000 L' at each end Hax web Br ce total length Is 14'. 2x6 DF-L 02 or better dingonel r Vertical length shown braces single B, X In table above.V45* or double cut 1 asshown) at L upper end Connect diagonal at ' midpoint of vertical web. Refer to chart aVIRIMSMOS WAD AND MU.OV ILL WITS ON TM IIRAVDQ VfWTMff IFURP H TIDs OMVDG M ALL lnRRACTTIRS DCLUDOG TIE DWAILLM Trusses noutre axtrene careIn fobricstltR, hwulbig, shbpInp, InstalWtp aM bradr p Refr a..tha latest~ of WSI (au dk, CanporanIs safety 4 farwstlort by TPI one S1G) ft practices prior to perfrretp these fun Horns. Instatters shau pravl e tenporarr Yradnp p UNess noted otherwise, top do shall have properly attached structu st shwvo p and by shall have a property attached cNhp Locations shown for per —rant lateral rest at n AT= Stott have bredna Installed par sl secthery N3, 97 or 310, as appllcabit. Apply pates to Alphe, a division of ITV kddhg Coepenents 4pO btc. shag not be responsible for aanry)' devkU AN ITWOOMPANY We ciresIng, any failure to bard the truss In con rrwnce aM ANSVTPI 1. or for IaM1Iny sIq Inst.totion a braeap of trusses. A awl an :Ines Arowhg r cover p. tlrth then drawing, Indicates acceptence of profesmw 1 l u7nlItlwmomody Sr. n. daespn ca.. Tea a abuey and vs. or tens drawwg IISwte%200 it ar9' b fta Wdtg Deslgrrr psr M/SI/iPI t sock Merylandl Heights.% MO% 63043 Fr are Warnatbn See tMs Jab's gerrral notes ppeeM ara these eb shop ALPDE, wwwalpbaltw, conr TPI, www. SKIP www.sb4drs'tr argr ICO ewwlpcsafe.orp ver V V 1 •• G` a AMEN,. Bracing Group Species and Grades: Group At S nice - Pine -Fir Hen -Fir NI / 0 2 StandardN2 Stud 03 1 Stud N3 Standard Dou las Flr-Larch Southern Plneae N3 03 Stud Stud Stnndnrd Stnndnrd Group B: Hen -Fir Nt Btr NI Dou has Flr-larch Southern Isneww NI NI N2 02 Ix4 Braces shall be SRB (Stress -Rated Board). for Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing ( 5 psF TC Dead Load). Goble end supports load from 4. 0' outlookers wittt 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.120'x3.0' nIn) malls. A For ( 1) 'L' brace, space nags at 2' oc. In 18' end zones and 4' o.c. between zones. 31E3wor (2) ' L' braces, space molts at 3' o.c. In Is' end zones and 6' oc. between zones. L' bracing must be a minlnun of 80% of web member length. Goble Vertical Plate Sizes Vertical Len th No S Ice Less than 4. 0' 2%3 Greater than 4'', but 3%1 TOT, LD, 60 PSF SPACING 24. 0' p Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Qrh 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 or h 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 13rh 120 moh Vlnd Sneed. 30' Mean Heleht. Partially Enclosed. Exnosure D. Kzt = 1.00 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace on 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A A Group B J CS U Q U SPF Hu F 0l / p2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' Il' 7' gGroupGroup13' 9' l4' 0' N3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8'8'9'1'11' 3' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' Il' 2' 134 7' 14, 0' Standard S P D fC L 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 1' 9' 12, 2' 13' 11' 14' 0' N2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 134 91 W 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 0' 1' l0' 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' l0' 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' it, 9' 7' 12' 2' 13' 0' U a) QJ U O S P F iJ Ffl Rl / k2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' k3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11• 10' 4' 13' V 13' 7' 14' 0' I4' 0' Stud 7' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' It' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' S P D F L Ill 4' 5' 7' 3' 7' 6' 8' 7' 8' 111 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 1 7' 11' 8' 5' 10' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' d X d U O i S P F I I Ffl kl / N2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' R3 1 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' It, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' It, it' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L Ill 4' 10' 8' 0' 8' 3' 9' 5' 9' 11' ' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 8' 7' 11' 8' 2' 9' 4' 1 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' N3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 1 8' 7' 10' 11' I it, 5' 12' 8' 1 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hen -Fir 1 / 02 Standard 02 1 Stud 63 Stud 1 1 N3 IStandord Dou ins Flr-Larch Southern Plnew• N3 N3 Stud Stud Standard Standard Group Bh Hen -Fir NI Btr Nl as Flr{arch Southern Plate Nl Nl N2 N2 lx4 Braces shall be SRB (Stress -Rated Board). for lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notes@ Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports land from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AboutLI Attach 'L' braces with 10d (0.128'0.0' min) nails. able Truss ilE For (t) 'L' brace. space Halls of 2' o.c. In 18' and zones and 4' oc. between zones. Diagonal brace options ) K)KFor (2) 'L' braces- space malls at 3' o.c. vertical length may be T In 18' and zones and 6' oc. between zones. doubled them diagonal 18' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member, length, diagonal brace for 690N it each end. Max web Bra ce Goble Vertical Plate Sizes total length Is l4'. 31f 31E Vertical Len th No Splice 2x6 DF{ 02 or Less than 4' 0' 2x4 better dingoml r Greater then 4' 0% but 4K4 Vertical length shorn bracer single 81 IIIIII f7/ry less than l2' 0' In table above. or double cut )K , ry i45 (as shown) at L 1 • e • Refer to common truss design for leper end • • peak, splice, and heel plates. Connect dln ono at g ;•/ •• ,; Refer to the Building Designer for conditions mid olnt of gvertical web R Wer to chart m bo Ar x able ver Ie en4 h. not addressed by this detail. aVAR111143has WAD AND fDILOV ALL HMS ON inks DRAVDq . O. 7 REF ASCE7-10—GA616030 VMTM T F1110M TNIS DRAV= TO ALL 00lTRACTOtS RCUMM TIE D(STAL • Trusses r/QJ't txb'1m@ care h fabrleathg, hendhg. shipping, Instal" erne trade Rofei to wJ 0~follow tht latest eof NCSI (Ndddhy hCaVonentSafety InforvmtlmL by 1PI One fI f t)• DATE 10/01/14 P ac as prior to perforto thap functions. Installers stall provide temparnry bredn [. • • C tM4tss meted Otherwise' tap Chard Shalt have properly attedad strucbr« sheavap •^ dhoti° _ DRWG A16030ENC101014 re shallhaveaproperlyettadw ;y0 t:Nha Laaatbro shown for permanent tot@rW restrah .obst T • , 2small have Installed per RCS[ pCtlOre 13' 87 or 910, is 4pplk41". Apply plates to to ` i f of truss W pesi(!en u shown above and an the Jeht Det"s. Wass noted otlar«se. _ALM 1ERefertodrowhys16"-Z for standard Piet@ posltbro. , a•• AlpbAvl e, a slonofITV Nukingrow Components Group Inc shalttberesponsibleforanyde44, ` • v AN I C13MW1NY eve drewhg, any failure to build the truss Inoenfarmance .hh ANSIAP1 L or far haMhD, we, •t' tin 4 Ima6 of trusses. ...,,..•• G\ MAX. TOT. LD. 60 PSF 177231 Rrvempon\ Omme A pat on Ves d ulme or cover page yst4'h0 Mls trashy indicates acceptance of proftsde,al rh,.a.rbhg r@ 1h da«y far tle dash. TM ehdtabYq .md ue. of this trod g .ss"ON AL EN ll Sudlel 200 farcrystrucbrtbtMr'espahstlltY or ah• VmaO D•tlOar' Wr MtSVIPI I Sect ,Ift*1i ttt l lMaryland% Hephts. l MO% 63043 Far more lrfarmatlon see this job's o@moral note: o• and these was; sltea + IMIM MAX. SPACING 24.0@ ALPM wawa tw4rou TPbwww. 3=1 www aryl 100 .—Jac afeary IT Retnfo Memk Go Tr Gable Detail For Let -in VPrtirnl<; Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. B, 2* 2X4 2X8 rroviae connections tor upurc speciriea on xne engineerea truss design. Attach each 'T' reinforcing member with End Driven Molls 10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) malls In the top and bottom chords. Toenalled Maltsi 10d Common (0.148'x3',nln) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051O14, A14015051014, A13030051014, A12030051014, At10300510M At0030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENCIOl014, A12030ENC101014, A14030ENC101014, A16030ENCIO1014, A18030ENCIO1014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015EWNI fs10081;, S18015ENC100815, S20015ENC100815, S20015E QQ'' S11530ENC100815, S12030ENC100815, S1403060 CI fi, S18030ENC100815, 520030ENC100815, 5200 eede8% See appropriate Alpine gable detall For moAea 9 R V T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-mit - Or - End -mall 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. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP B3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 t) 2x4 'L' Brace Length = 8' 7' Maxlnum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = I1' 2' T' ReInF. Nbr. Size T' Increase 2x4 30 2x6 20 MVAW@ rim me faiav ALL mum a/ Ties ORAAVVQ a : REF LET -IN VERTotiowtAMtofLts= figs BRAvatg To ALL fn1IRA faits Dcumm TIE a6TAtma e - Trusses rsaA-e extreme care Y. fabriootbip, handing, sl4Vb Installing and bracing. Re * i folio. the latest edition of BCSt Ok4drp Co,po.wnt Safety Uniormation, by fPI and SBCN f safe E DATE 10/01/14 6ractices prior to perforKng el..se functions. Ins srs shill provtle te.perarY bra np BUL• n(ess noted otherelse, top d,ord shot( have properly aaadied strucewi sheaaYrnp aid 0. $ T Q DRWG GBLLETIN1014ShallhaveaproperlyattadNdrlptlcNYp. locations shown For permanent lateral nserah 1' shall have bra enstatted per B[SI secaa.s B3, B7 or 910, as applicable. Apply Plates to • e 44C` I drq idLOIEoftrussandbptogs16osshownaboveplontheions. Deteas, Weff noted otherwise. f • Refer to dra.eigs 140A-Z for standard plate poattbnf. D . a'. , aaa Alpine, a dNlslon of tTV kAdhg components Cwmip Inn. shall not be responsible for an devNtlo •es••.,as•a' AN ITWCIOMPAW this drawing, any facture to b.ld the truss In conformance .nth AMSVTPI 1, or for hanaop, v staaatlen a bracing of trusses. ,, ss/o>A` ` MAX. TOT. LD. 60 PSF A seat an this drawkV or cover logya lbrtf.y this drawling, endlcates acceptance W professbrol ' n,(lW t d, DUR. FAC. ANY1113723%Rwerponl Od" ••••rrV r'•fporuioBKy solely far the deslpn flown Tlv Wtabllty m.d use of tles 6a.a.y 11 Sate\ 200 for airy sb'ucl.re Is tl.e responsbMty of tlrr Bifdhe Besgr.er per ANSI/IPI 1 Secz CIA 11 Maryland% Heights.% MO% 63043 for none Information see this job's general notes page and these web sttea 018 ALPIMG .e..atprHlt..coal TPh w...bpImstorgl SKA, ....sbeYndustr) tca ...Axsafe MAX, SPACING 24.0 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Uri 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 moh Wind Soeed. 15' Neon Heloht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 0 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 Cn J U Q of S P F H F 1 / R2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' ll' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' LO' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 1 3' 2' 1 4' 11' 5' 3' 1 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' ll' 12' 6' 13' 0' S P D F L N1 3' 6' 5' 10' 6' 0' 1 6' 10' 7' V 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' N2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' N3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0- 12' 7' I Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U i 0) U 0 S P F H F 1 / R2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 124 2' 12' 8' 14' 0' 14' 0' 83 3' 8' 1 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 144 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 14' 0' S P D F L ell 2 t13 Stud Standard d X d U Q a` V- I S P F H F t / R2 3' 7' Ik3 7' V 7' 0' Stud 4' 0' 7' 1' 7' 5' 8' 9' 10' 0' 10' 5' 13' 13' 4' 4' Standard 1 4' 0' 7' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 1 3' 4' P D F L at 4' 5' 7' ' 7' 7' 8' 8' 9' 0' 10' 4' 4' 0' 14' 0' B2 4' ' 7' 3' 7' 6' 8' 6' 0' 7' 3' 5' 1 13' 11' 14' 0' 14' 0' 3 2' 7' 2' 7' 5' 8' 6' 6' 13' 4' l3' 10' 14' 0' 144 0' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10, 104 1' 0' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stnndnrd 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 104 0' 10' 5' 134 2' 13' 9' 14' 0' 14' W ble Truss Diagonal brace aptlont vertkal length any be T doubled when diagonal 18' brace Is used. Connect Ldiagonalbracefor600NL' at each end Max web Br C. total length Is 14'. 2x6 DF-L N2 ork145(as better diagonal r Verticol length shown braces single s, in table above. or double cut shown) at L 1 upper end. Correct diagonal at I33 * t' 'a - " midpoint of vertical web. Refer to chart ob 4or ax abl ve 1 let ONV- 91IR N011 i1 T10SWAV Qr ALL m/1RKTOtS NVdJMM TIE INSTALLER O. 7OH e Trusses requit extreme care In fabrkatime, handing, shbpli lnvWWp and brtdlq Ref ta pfra'lllleo. ttic.he latest edition of NCSI <Nddap CorhporherhIt Safety 4tformat m by TPl and SNdur )p f e a avwessnoted( prior atchordp Omit howsp ly ated - structural shq ward ' chs wt shell have a prape. y attached %1d ceiling. Locations shown for nt lateral restrain of "blL Shell have brodq Installed par NEST sectWro 33. N7 or Nle, as applicable. Apply plates to f. S AT O . of truss and ppoositbh as sho.n above and on the Joint Details. unlea noted other.W. V Refer to arntarhps taoA-2 for standard plate positions. • t f Alpine, a division of ITV NLLdng Congim to Group Inc. she11 d rotbereq—" for any .1. CCy7, tt e• my AN FrWCOMPANY tqs atro.Inp, any failure to build the truss In cooformence with ANSI/TPI L or for hertdaq, s ae 1i •e Uetbn a b 64 of trusses. ••le.u..a•a .` j A pal on this dr&AV or cover pa Us" ties drewaq, Indestes acceptance of profesMW 13723%Rtvaporn Owe fr sd r , Simon. llr tyril up aof "ewkbv wInNII Sulta\ 200 For rare Information see i s gerrral page endtheses Kweb sftta _NAL `pet MarytaM Harghts.\MO\ N3043 ppE, eww totneltwcamr TPI• .... tp1n tgrV SWAeow.ebdM str I [Eo wewleWfe Bracing Group Species and Grades - Group At ruce-Pine-Fir Hem -Fir NI / da 02 Stanrd 1 N2 StudN3Stud 1 1 N3 IStandard Dou Ins FIr-Larch Southern Plnews N3 N3 Stud Stud Standard Stnndnrd Group Bt Hen - Fir NI L Btr NI Dou low Flr-Larch Southern Pines MI NI N2 F N2 lx4 Braces shot( be SRO ( Stress -Rated Board). KFor Ix4 So. Pine use only Industrial 55 or bxtustrial 45 Stress -Rated Boards. Group B values mn be used .Ith thesegrades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lOd ( 0.128'0.0' min) mails. A For (1) 'L' brace- space mails at 2' o.c. In l8' end zones and 4' oc. between zones. K)Wor <2) 'L' bracesh space molls at 3' o.c. In 18' and zones and 6' oc. between zones. L' bracing must be a minimum of 007 of web member length. Gable Vertical Plate Sizes Vertical Len tin NO Splice Less than 4' 0' 2% 3 Greater than 4. 01, but less than ll' 6' 3x4 Greater than ll' 6' 4% 4 TOT. LD. 60 PSF SPACING 24.0' I VALLEY FRAMING 8, BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board_. Zx6 (min) 02 southern Pine or better, Rafter spans 20'-0' or less_. (A) Zx6 SP e2, SPF 111/02, OF 02 or better 8) Zx6 sP a2. SPF a1/02, OF 02 or better Purllns/lateral bracing_. 2x6 SPFPZ, NF $2. OF 02 or better sleepers_ Zx(width of rafter seat cut) SPF 113 or better 2 parallel Zx6 SPF a3 Cripples and blocking_. Zx6 SPF 03 or better Truss Below_ See design - Southern Pine Material RIDGE BOARD 2x) I% Height of Valley COLLAR BEAM. EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS- 24 BLUKING 2a4 Purlin 24" SPACED 24" O.C. (Where no sheathing GENERAL NOTES Purlin required X-O" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlin should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into pudin with a minimum of 84d (0.131"x2.S") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between hoofs) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 6,1=1.0, K:t=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp 0, KW-1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. 2' 0' O.C. (TYp) Attachment can be made directly or through plywood sheathing by cutting a 2"x6" notch In sheathing WA"TYPICAL Connection Requirement Notes 1. 2x6 rafters to ridge 416d toe -nails 2. Cripple to ridge 416d toe -nails 3. Cripple to rafter 416d toe -nails 816d face -nails 4. Rafter to sleeper or blocking 516d toe -nails Rafter 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. Trutt to blocking 416d toe -nails 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlln 316d toe -nails r"""'r (NOT REQUIRED IF SLEEPERS ARE USED) 13. CRIPPLE, BRACING, & BLOCKING NOTES NOTE: O Collarbeamt") C 416etoehalls TE:16d (0.162"x3s.5 COMMON NAILS 20 continuous lateral restraint (CLR) min, is required for cripples S'.0 to 10'-0" tong nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 -r or scab reinforcement nailed to fiat edge of cripple with 1Od,0.128"x3.0") nails at 6" o c. 'r or scab must be 90% of cripple length. Cripples over 10'-0 long mqure two CLR's or both faces w/ -r or scab. Use stress graded lumber & box or common nalls. Marrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board nstall 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 requlremen Nails are common wire nails unless noted otherwise. H GENS''% 9 sll`r \ %. VAWmIOx. -CAP hem FOLOV ALL NOTES ON nos OPAVDQ aamiOITAM F1RKSN TIC OtAVDG TO ALL IOnRACTDtS MCLUtDtO TIC DSTALLQS Trusw reaW a.t,~ car• h f•brbatbV, h•^ObV, stippingw burUffing wW bftcl,9 Wee t6ert foao. tM 4test •'c'm 0, scSl OAA&V ra,vono" Safety Wormtlan, by TPf eM SgGU for sa t preeteces 0 Nor to P40 fol F* tow" functbns. Installers sMa Orovlde Uaporery breeble per KSL Wass rated ow—l-, top chord shall have pra" y attached irb uc*u I Ow4u*V aM bottan! shall haw a a oot y attativd rVld ce1Yp Lxstlens Oe.n for per a it 4ter'dWht or shed haw .0Irotalled Par aCSI sections 17, 17 or eta, as applbohle• Apply'= to aadl / 0 ar ews aM Po u show+ abwa and on the Joint Detald, w"96 not" o0wr•1me. Rater to ab'a. W 160A-Z for staMerd plate pesttlons. . A106". a *Adm of ITVildro Coponenb GmV Inc, shall rot be raspensbb far arty WtlNepn IAN1r1MGOAAMNY00dra•he, any fat;" to b1Yd the ass In eonForwlcs .fth AICK/M L or for hunahy d to a ll t tlon Is brae of trusefe. A seat 0n vigdM" ar cover paps ttrttip tles atasha trOostaa ameptenv 01 professtarl y for W d!s!pn sheave lha avtaahty aM use of th8 46 a 11381lslMo4 Ome for any 15 rarywa6ahty .0 Edna t feet Eanhu9,MO620t5 rer wa wornetton eve iris )We Rnrrst notaa ppoeppe anthey crab sht ALPDFi rrvAtoWn.cWu TPh avatP&wL* m SK& a...ibdndl Yom ICO r..AoosFwAm T'- STATE OF S ONAIE ,.per A) ( B) (••) C LL 20 30 40 54 REF VALLEY FRAMIN( iC DL 10 20 7 7 DATE 10/01/14 bC DL 0 0 0 0 DRWG VACNV1801015 BC LL 0 0 0 0 TOT. LD.30 50 47 61 DUR. FAC. 1.25/1.15 SPACING SEE ABOVE t RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification F .1, sof:ORD Permit # 1 g- 9 2 9 \ FPAR- Project Location Address: Santa Rosa Sod / d &bi ) l `W As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.onq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product ! Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certan-reed Shingles FL5444-1112 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent 16568.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) S.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-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds i Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-114 Applicant's Signature Applicant's Name Please Print) June 2014 1/23/2018 Florida Building Code Online g / BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Unks Search I Florida aoProduct Approval IS USER: Public User rrrc n-w i f Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 18644.03 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL searcn Results -A FL# veirailurib Tvue Manufacturer Validated By Status FL18644-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved FL#:FL18644.3 717)317-8454 History Model: 3500 PW Description: 60x96 Category. Windows Subcategory: Fixed Approveo oy worn. r Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone' The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy StatemenRefund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., pleasedickhere . Product Approval Acttpts: M® Credit Card Safe https:// www.floridabuilding.org/pr/pr_app_lsl.aspx 1/ 1 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME -SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IC REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 I NOTES 2 ELEVATIONS 3 - 7 INSTALLATION DETAILS Nev DESCRUnIDN M1E APPRWEO 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILUNG SCREWS WITH 'SUFFICIENT LENGTH 'TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC 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 16GA (.060" THICK), 33KS1 OR ALUMINUM 6063-T5 .058' THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET'2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 20.THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 350OPWCHS, 350OPWMULL, 3500SP, 3540PW. 3540PWMULL. 354OPWCHS, 354OSP, 35BOPW, 358OPWMULL, 358OSP. S-350OPW, S-3500PWMULL, S-3500PWCHS, S-3500SP, S-3540PW. S-354OSP, S-354OPWCHS, 1255PW, 1255PWCHS, 1255PWMULI, 128OPW, 9105P. 3500HPPW, 3500HPPWMULL AND 3500HPSP. Loa TLkeu> V 1W T- SIGNED: 0211112016 L MIWINDOWSIWDOW n AND DOORS lk.. to EST T STREET GRATZ, PA 17030-0370 J% v,•v\G Ns',J' 0y 61/ k. SERIES3500PICTUREWINDOW60" X 96" NON -IMPACT F!a>W% NOTES A TAT OF o„ o Na N. G. 08-028IOF IIIIII scanOM01. NITS DAR 02/02/16 S»r 6 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD - APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 7/16' MIN EDGE DISTANCE 1 1/4' MIN METAL STRUCTURE EMBEDMENT BY OTHERS APPROVED SEALANT 1/4' MAX. SHIM SPACE 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4' MAX. BACKER ROD APPROVED SHIM SPACE SEALANT METAL-1 T STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I Rw I oi:awnoH I WE I APPRam 5/8` MIN EDGE DISTANCE 1 1/4` MIN. 1/4• MAX EMBEDMENT SHIM SPACE T_ 7/16' MIN. EDGE DISTANCE I 08. WOOD J 8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING 1/4' MAX. SHIM SPACE INTERIOR INTERIOR OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 1/4' MAX. 1/4' MAX r SHIM SPACE F SHIM SPACE INTERIOR5/8' MIN. VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION IFL_14 6q4. b3 EDGE DISTANCE I Q8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER .ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 MesoWINDOWSWREST NDDOOERSIk.. L/049,/i GRATZ, PA 17030-0370 v,•v\GENS•,d's Oy6126 SERIES3500PICTUREWINDOW60" X 96" NON -IMPACT q = FLANGE INSTALLATION DETAILS z-p , TAT OF ty i'° FSSilOR%OV- aNwMowcRn08- 02858 11111111110` i_ NTS -E 02/02/16 E1 SM5OF 6 Florida Building Code Online Page 1 of 5 RegulationBusiness & Professional r SCIS Home I Log In I User Reg-stration i Hot Top45 I Submit Surcharge I Slats & Facts I Publications I FeC Staff H SCIS Siter Map I Links l search Florida r ; Product Approval sir yea I USER* Public User 1'zpr+pr m Product Approval Menu > ProAu[t or Aoolicabon Search > Application List > Application Detail FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 x MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Rj Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 https://www. floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvFGYZsj rZFR... 2/ 16/2018 Florida Building Code Online Page 2 of 5 FL # I Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(-113S5)C7327.01-109.47 - 1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 04/12/2022 Design Pressure: +35/-50 Installation Instructions; Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH 36 x74 Fm.Odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.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 R6 Il Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Arclitectural 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 lei HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C G4C APC'A3485:O1.Ddf Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 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 Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC13540 Fin 44x63.odf Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.Odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 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. 17676.6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC13S40 Fin 44x72 odf Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R6 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: 44x84 Fin Frame Certification Agency I-Ll/b/b Kb l- t-M. HYI.IV = Quality Assurance Contract Expiration Date 04/ 12/2022 Installation Instructions FL17676 R6 Il Install - 3540 SH Fin 44x84,Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQWtDgv GYZsjrZFR... 2/16/2018 Florida Building Code Online Page 3 of 5 IEvaluation Reports Created by Independent Third Party: 1,7676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540'Fm 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R6 11 FL17676 RI II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: American Architectural Manufacturers Association ' Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540IFLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252 odf Created by Independent Third Party: Yes 117676.9 1 3540 SH 136x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40 Certification Agency Certificate FL17676 R6 C CAC APC 3540?FLS 36x84.odf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R6 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE RE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17676.10 j 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540-FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R6 11 08-01247B 10.bdf Verified By: Luis R. Lomas, PE RE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247 odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency CertificatefS40IFL5ApprovedforuseinHVHZ: No FI 17676 R6 C CAC APC 48x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 11 08-01371B 11.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R6 C CAC APC 3540IFLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FL17676 R6 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PIE-62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDgvFGY,Zsj rZFR... 2/ 16/2018 Florida Building Code Online Page 4 of 5 FL17676 R6 AE 513015A 2269.odf Created by Independent Third Party: Yes 117676.13 13540 SH 15202 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 R6 C CAC APC(108181C7325 01-109-47- 13.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 08-02270A 113.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes I 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC 3540 FLS 52x84.Ddf Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 11 08-01514 5112141.odf Verified By: Luis R Lomas, PE! PE-62514. Created by Independent Third Party: Yes Evaluation Reports F1 AE 512141 3540 Fls 52x84.odf17676R6 Created by Independent Third Party: Yes 117676.15 13540 SH 148x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC A2726.01.odf Quality Assurance Contract Expiration Date 07/20/2019 Installation Instructions FL17676 R6 11 Install Instructs - 3540 SH FIN 4802 (As Tested).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS , Limits of Use Certification Agency Certificate FL17676 R6 C GAG APC(108171C7327,01-109-47 - 16.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other. LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 13540 Twin Single Hung 173x71 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-40 Other: R-PG35 Certification Agency Certificate FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 SH.odf Quality Assurance Contract., Expiration Date 11/03/2020 Installation Instructions FL17676 R6 II 08-02997 - Anchor CliD.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.Ddf Created by Independent Third Party: Yes Bark ne t Contact Us-. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an WEED employer copyright 2007-2013 Stale of Florida. Privacy Statement :. Access.bility Statement :. Refund Statement Under Florida law, email addresses are public records If you do not want your a -mad address released in response to a publrc-records request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.467.1395. 'Pursuant to https://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 16/2018 ELEVATION 36' 2' typ. max. 2typ. TTI 8' o.c. / mffax. / 1. r Min Edge 7/16" F ill"CLEARANCE ALL FOUR SIDES> 7'c 'NAIL- FIN _ 1S A GENERIC TERM WHICH HEAD DETAIL SIZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL M• SHEATHING) MUST ACHIEVE 1I-Ile PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #82133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck.. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from comers and no more than 6' on center. Design pressures of smaller window sizes are limited to that of the test window. r;C.r-i_-,1, -2- SIZE AND DESIGN PRESSURE CHART - — --- - -- - ---- - - - FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— nim,ce WAM 9" 041C M.R. 12-14-09 a OI3540SingleHung rxn san NONE I a 1 Windows & E Gratz, PA 0 b 3540-3240 SH FIN - 36" MAX. FRAME WIDTH 4" TMAX. ANCHORS TO BE 1 EOUALLY SPACED. SEE ANCHOR CHART SHEET I FOR UNIT SIZE AND ANCHOR 84" MAX. QUANTITY O FRAME HEIGHT X 4 MATX Ll SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.0/-50.OPSF NONE Numbe of awhors rmwqulnd at each Ismb Helpht Pn) Panel wldib In) F24.0 1 30.0 130.0 S4A 2 2 2 30.0 2 2 2 30.0 3 1 3 1 3 42.0 3 3 3 40A 3 3 3 54.0 3 3 4 00A 00A 4 4 4 72A 4 4 5 1e.0 4 4 s 040 4 5 1 5 TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 - 3 I INSTALLATION DETAILS RcV slobs OESCRiPTION I WTE NOROvco NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY YiliH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TOPROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER. OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING ORMEMBRANESELECTIONOFCOATINGORMEMBRANEISTHERESPONSIBIIITY OF THE ARCHITECT OR ENGINEER CF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=I.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 BCRNE DEBRIS REGIONS. 9) SI-IM AS REOUIRED AT EACH INSTALLATION ANCHOR WI1H LOAD BEARING SHIM. SFIM WHERE SPACE OF 1/16 OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16_ TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 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 I (CR GREATER). SIGNED: MIWINDOWSD DOORS 51T' RiL0650 WKE GRANTZ. PA 17030-0370 GEN3'.S SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW NON - IMPACT 36 STEELREINFORCED " X 84 Of Z ELEVATION. ANCHORING LAYOUT AND NOTES AT OR% N OTK NO 08- 01372 REv sS'(ORLO ad` igI NA LLYYY\ scat aTE NTS10/17/11 sMEa I OF 3 RENSIDNS RIEvIDE'.+WIMON I WIE I MORMED ' 2X BUCK/WOOD FFAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED FLANGE 70 BE OOa eC SET IN BED OF 1/4" MAX 1 3/16" MIN 1/4" MAX. APPROVED SEALANT SHIM EMBEDMENT SHIM 0 HEAD TO RE SET IN A BED OF APPROVED r q8 w000 SCREW CONSTRUCTION SELANT INTERIOR 2X BUCK/WOOD FRAMING BY OTHERS. 2X BACK TO T EXTERIOR RINTERIO8= PROPERLY SECURED \ 9 - EXTERIOR FLANGE TO BE SET IN BED OF SILL TO BE SEr IN APPROVED SEALANT HORIZONTAL CROSS SECTION BED OF APPROVED 2X SUCKAVOOD FRAMING INSTALLATION CONSTRUCTION ADHESIVE o FLANGE TO BE 1/ 4" MAX. SET IN BED OF - Cam' SHIM APPROVED SEALANT NOTE INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2X BUCK/WOOD FRAMING VERTICAL CROSS SECTION M6so WINDOWSAND DOORS `\`\J`5 Ta 11`r0 1// BY OTHERS. 2X BUCK TO GRANTZ. PA 17030-0370 ,,•\GENSt` ,s BE PROPERLY SECURED XBUCKhNOODFRAM/NGlNSTALLATION SERIES 3FINLESS PVC SINGLE HUNG WINDOW _ * REINFORCED STEEL REINFORCED -NDN-IMPACT 36" X 84 ` INSTALLATION DETAILS p , AT OF Iur oPAWN owr ND 08-01372 Rcv %FSS/ COR ac` N, V.L. ' 2jo11111T1` NTS — 10/ 17/11 alrccr 2 OF 3 MASONRY/CONCRETE BY OTHERS OPTIONAL IX BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 FLANGE TO BE SETIN BED OF APPROVED SEALANT EXTERIOR FLANGE_ TO BE SETIN BED OF APPROVED SEALANT OPTIONAL I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I d, C 1 /4" MAX. SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR VERTICAL CROSS SECTION MASONRYA;ONCRETE INSTALLATION SILL TO 13E SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. Slim REMSIONS IREVOESCMPFIONM1EnvvRpyEU 1 1/4" MIN. 1/4" MAX EMBEDMENT SHIM 3/ 16- TAPCON MASONRY/CONCRETE BY OTHERS INTERIOR 2 5/8" MIN. EDGE DIST. a OPTIONAL IX BUCK BY EXTERIOR_ OTHERS. IX BUCK TO BE FLANGE 10 CEPROPERLYSECURED. SEE NOTE 3 SHEET I SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRYA;ONCRETE INSTALLATION NOTE. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. MASONRY/CONCRETE - fjOT SHOWN-FOR-CLARTY. BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 8A INSTALLATION DETAILS OW>vN OrvG NO V.L. 08-01372 ISCALE NTS IOATC 10/17/11 1 SEcl3 OF 3 1/23/2018 Florida Building Code Online 1 ad - - r BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stets d Facts I Publications I IFeC Staff I BCIS SI[e MaD I Links Search I Florida Product1YApprovalIUSER: Public User evrrte•,-s x•.. ,. Product Approval Menu > Product or Application Seanri > Application List Search Criteria Refine Search Code Version 2017 FL# 17676.16 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn Kesuits ELA Appeirceivi Tvoe a. Manufacturer Validated 6 Status FL17676-116 Revision MI Windows and Doors Steven M. Urich, PE Approved FL*:FL17676.16 717)317-8454 History Model: 3540 Triple SH Description: 108x74 Fin Frame Triple CHS Category: Windows Subcategory: Single Hung Approveg gy VGrn. npprvv- vY Vo anon — .c. .. .-....- .-- Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone, BW487-1824 The State of Florida Is an AA/EC•O employer. r02v1i0ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement i Under Florida law, email addresses are public records. If you do not want your e-mall address released In response Ito a public records request, do not send electronicmalltothisentity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section455.275(1), Florida Statutes, effeddve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are priblic record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public To deterinlne If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe 2 Iti'&A-CLEARANCE ALL FOUR SIDES) WHICH ELEVATION HEAD DETAIL IIASH Or om Anchor sos secuor Details) Min Edge j' SIZE HEADER AS NEEDED Caulk under ENTIRE pperkneter-of- - No01ng M before fastening. SHIM AS REQUIRED L IS X 1-5/8' SCREW (SHOWN WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . SILL DETAIL.,-, 1 V}61 lip I Notes: 1. Insta6atlon depicted based oil of structural test report C7327.01-109-47. 2. Wood screws sholl solify the National Design Specification for Wood Construction for material type and dimenslond requirements. 3. Wood buck Inslollotions are assumed 2x S-P-F (Cw0.42) or denser. Buck width shop be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck stall be secured to the structure to Moist all design loads. 4, Wood screw IengUho shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' parmilted of each fostsner location. Shims shall be load bearing. non - compressible type. 6. These drawings depict the details necossory to meet structural load requirements. They do not address the air Infiltration. water penetrotloN Intrusion or thermal psrformancs requirements of the Installation. 7. Installation shown Is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fosleners approx. 2' from comers and no more than 12' on center. Design Presaures of smaller window sizes are knited to that of the lest window. SIZE AND DESIGN PRESSURE t71ARE' FASTENER TYPE AND SP90 SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNRS UP TO 108' z 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) I THING Min Edge Distance + " ems' INSTALLATION INSTRUCTIONS V.M.R. 8-20-09 FASTENER SCHEDULE — FIN— — rm JAMB DETAIL M - 3540 Single Hung NONE 1 1 Windows & Doors Continuous Head and SIII "'"' Gratz, PA 3540 SH CSH nN Florida Building Code Online Pagel of 3 7CPIDA OLPp PWCt.T GFS II... I I a Business & Professional Regulation car-,( MG-2 lasui oerAi oePa or-oiont ccrrpct Dare F nda r m Product Approval USER: Pubk User Sriri iav protluct Aooroval Menu > product or Application Marc!+ > Application List > Application Detoll FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2018 Steven M. Unch, PE G Validation Checklist - Hardcopy Received FI IS332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 httns://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8572gvd Wl... 2/16/2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 Il 08-00509E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510807D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL (5332 R4 II 08-00498E.odf Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi 15332 a4 AE 510805D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F 15332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi 15332 R4 AE 512968C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fi 15332 R4 11 08-02249C.Ddf Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl 15 32 R4 AE 512969E Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FI I5332 R4 11 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN F 15332 R4 AE 512970C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Fl iS332 R4 11 08-00499E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other. REFER TO APPROVAL DOCUMENT FOR DESIGN Fi I r,332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD I J Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions Fi 15332 R4 Il 08-00 OliE.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabui ld ing.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtHi8572gvd W I... 2/ 16/2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 1 5337 R4 AE 510808D.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15332 R4 11 08-00502E.Ddf Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 15332 R4 AE 510809D.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions. Approved for use in HVHZ: No FL15332 R4 II 08-00503E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510810D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Back Neat Contact Us :: 2601 81air Stone Road Tallahassee FL 32+99 Phon : RSO-497-1824 1 The State of Florida is an WEED employer Copyright 2007-2013 State of Florida.:: Prwacv Statement :: a•rl!sjibllity Statement :: Refund Statement Under Florida law, email addresses are pudic records If you do not want your e-mail address released in response le a pudic -records request, do not sendelectronicmadtothisentityInstead, contact the office by phone or by traditional marl. If you have any questions, please Contact 850.487.1395. -Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5 must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addressis 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 clock here Product Approval AccePtr: Credit Card Safe https:Hww,,Ar.floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtH8!572gvdWl... 2/16/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX-.-XO, XX: XP: PX, -XIP, PIX - TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RVASIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.I. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS OB/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 1 R L 533a • q SIGNED: 06/21/2017 MI WINDOWS_.AND DOORS LLC N5 -R 1fio/////; - 650 N \.ENs ygs•% GWESTRTZ. MPAKE7030REET v F SESERIES420REINFORCEDSGO 96" x 96" NOTES p TAT OF , (Q DRAWN,DvrD ND REv E F.A. 08-00499 Luis R. Lomas P.E. SCALE NTS 02/23/09 — 1 OF 10 L ROBERTOLOMASP.E 1432 WOOOFORO RO LEWISVILLE. NC 27= FL No.: 62514 434-MO-MO ftMSf I b-=* C" Ff HE 6' MAX17' 96- MAX FRAME WIUIM CHORS PER LOCATION HART #3 UMBER OF LOCATIONS ED MAX O.C. LF 6' _MAX L 17' MAX O.C. I O X AX AME GHT 6' MAX SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF Nave SEE CHARTS N1 AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 1/I x 95' 2. MAXIMUM 0.1. 0 : 44 50' x 90 50' CHART 81 WHERE WATER INFILTRATION RESISTANCE IS REOUIREO 6• MAX SEE NOTE 9 SHEET 1 Design pressure chart (ps0 Segb Panel and Total Frame Width (n) Franc 30.0 30.0 1 4z0 1 48.0 Haght in) 60.00 72.00 8400 96,00 Pos Nap Pas Neg Poa Nag Pas Nag 04.0 40.0 60.0 10.0 58.2 400 522 40.0 480 88.0 40.0 60.0 41 54.9 400 49.1 40.0 45.0 02.0 40.0 59 a 10.0 51.9 40.0 ae.4 40.0 42.4 D8.0 40.0 56.9 40.0 d9 2 40 0 13.9 400 40.0 CHART N2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart Sigb Panel and Total Frame Wdth (in) Frame 30.0 30.0 42.0 4e.0 in) 60.00 Neigh1.9 72.00 4.00 86.00 s Nap Pos Nep PCs Nep Poa Meg 4.0 0 60.0 55.2 50.2 522 522 48.0 48.0 88.0 0 60.0 54.9 54.11 49.1 49.1 45.0 45.0 92.0.8 59.e 51.9 51.9 464 46A 42.4 424 8e.0 1 569 1 49.2 1 49.2 439 43.9 40.0 40.0 CHART D3 Number of anchor locations required Singb Panel and Total Frame V" (el) 30.0 3e.0 4zo Ie.O 60.0 7zo 84,0 960 H&S Jamb H&S Jermb H&S Jamb H&S JambE92. 4 6 5 5 6 6 6 6 4 6 s 6 6 6 6 6 4 6 5 6 6 6 6 6 4 6 5 6 6 6 6 8 HARDWARE SCHEDULE FLAT MOUNTED HANLOE SET (99.04.14S) AT 38 314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS JMNUM6063-Tr. REINFORCEMENT(668) AT ALL PANEL INTERLOCKS iMNUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVtwwS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R L. REVISED PER NEW TESTING 10/29/43 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.I. MI-WINDOWS-AND-DOORS -L-LC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" ELEVATION F.A. 1 08-00499 stJdE NTS -`E 02/23/09 1 SHEET 2 OF 10 L. R08ERTO LOMAS P.E. 1,32 WOOOFORO RO LE WISVRLE. NC 27023 431-698.0609 rsortasflhbmaaDe sum SIGNED: 0612112017 4A TdOFp t, ''ZOR1Op';i: ssZONA j10aG Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIRED 17" MAX 6" MAX r- I--'r O.C. 6" MAX 17" MAX 0 C. 96" MAX FRAME HEIGHT L 6" MAX REVISIONS REV OESCRIPTION MIL APPROVEO A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATION 12/06/13 R L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E I REVISED INSTALLATION DETAILS 06/21/17 1 RL. NOTES: 1. MAXIMUM PANEL SIZE: 48 1)2' x 95' 2, MAXIMUM D.L.O.: 44 SM' x 90 59" Number of anchor loco clons required Sirgk Panel and Total Unit VWth (vI) Frame Height 30.0 36.0 42.0 48.0 60.0 72.0 64.0 960 H65 Jimb H6S Jamb H6S Jamb H65 Jamb 84.0 1 4 1 6 5 6 6 6 6 6 88.0 4 6 5 6 6 8 6 8 92.0 5 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 SERIES 420 REINFORCED SGD (2) ANCHORS PER LOCATION EXTERIOR VIEW AT SILL SEE CHART #4 DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS REQUIRED t40.0PSF NONE SEE CHARTS N I AND I2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FIAT MOUNTED HAHLOE SET (99-0a-145) AT 38 3—ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS JMINUM6063- T6 REINFORCEMENT (666) AT ALL PANEL INTERLOCKS JMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK MI WINDOWS--AND-DOORS LL-C 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FIN ELEVATION F. A. 1 08-00499 SCAU NTS — 02/23/09 --3 OF 10 L ROSERrO LOMAS P E. I432 W170DFORO RO LEWISVILLE. NC 2M23 4344 a-0609 10om8s@b4x"aVf-o m SIGNED: 06/21/2017 v • v C,ENy,;9iP 0ATO 51 *= p TOF ; Qj SS10NA 11\\\ G. Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN. EDGE DISTANCE A ADDED CHARTS 03/OS/12 R.L. 0 REVISED PER NEW TESTING 10/29/13 R.L. C ADDEO FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1 3/8" MIN. WOOD FRAMING EMBE ENT 0 RENSEO INSTALLATION DETAILS 08/03/15 R.L. OR 2X BUCK E REVISED INSTALLATION DETAILS 06/21/17 R.L. BY OTHERS 1/4" MAX. SHIM 1 3/8" MIN. 1/4" MAX. 10 W000 SPACE EMBEDMENT F SHIM SPACE SCREW — U INTERIOR 1/2" MIN. FillEDGEDISTANCEI EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT ewe VIZ-1 ` .0 VERTICAL CROSS SECTION WOOD FRAMIfJGG OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD EXTE, SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS -AND -DOORS LLC i 650 REET 0\%l111L11/// r(.EN,SGWESTRTZ, MPAK17030ET 0 5 ;= SERIES 420 REINFORCED SG0 96" x 96" FRAME INSTALLATION DETAILS 1rthEf6 Pcot ADO,. AT OF . ` i s :C(0 RIDRAWN: F.A. ORG N0. OB-00499 REV E i U -Ell OF 10NTS — 02/23/09 1 4 Luis R. Lomas P.E. L.ROSERTOLOMASPE. I4W WOODFORD RO LEWISVILLE. NC 27023 FL No.: 62514 434.me.o60s awN+s®4bmaswawn METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4' MAX W R1 B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2- MID EDGE OISTA I f10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV OESCRRmDN DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.I. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 RL. 0 REVISED INSTALLATION DETAILS 08/03/15 R L E I REVISEO INSTALLATION DETAILS 06/21/17 R.L. 1 IA' UAV JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI -WINDOWS- -AND - DOORS LL-C - 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAW. NO. owG F.A. 08-00499 SCALE NTS I DATE 02/23/09 SHEE" 5 OF 10 L ROBERTO COMAS PE 14=WOODFORD RD LEWISVILLE. NC 27023 434-6MM-0150 AWW@&b-AWcRR SIGNED: 0612112017 9 GENy `p Ol DTATE OF i'••'c(ORIOP• SS/DNA 10aG\\ Luis R. Lomas P.E. FL No.: 62514 REVKgNS REy DESCRIPTION DATE APPROVED 1 1/2' MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 A ADDED CHARTS o3/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. d • ' ' 1 1/4" MIN. 0 REVISED INSTALLATION DETAILS 05/03/15 R.L. b• EMBEDMENT 1 1/4" MIN. E REVISED INSTALLATION DETAILS 06/21/17 R.L. CONCRETE/ ° EMBEDMENT MASONRY 1 /4' MAX. BY OTHERS - SHIM SPACE OPTIONAL — • ' SHIM SPACEHE INTERIOR 1X BUCK TO BE MIN. .' PROPERLY EDGE SECURED DISTANCE aSEENOTE3 ; •• SHEET 1 3/16- TAPCON MIN. ' SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT ° EXTERIOR3/16' TAPCON 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMASONRY INSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 f NOTES' 1 1 /4" MIN. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE d • " DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 1Luuurr z/s" MIN. . MI WINDOWS AND DOORS LLC 1- MIN 9 R• LO iii SEPARATION EDGE DISTANCE _ 650 WEST MARKET STREET NJN•'GENGRATZ;--PA' -17030 VERTICAL CROSS SECTION SERIES 420 REINFORCED SGD CONCRETE/MASONRYINSTALLATION 96" x 96" FRAME INSTALLATION DETAILS A• • : F owc No. Rtv D' OFS. 08-00499 E i `S10NAl TSsNca 6 OF 10 r111111110\ L ROBERTOLOMASPE. Luis R. Lomas P.E. IAm WVOOFORO RO LEWISVILLE. NC 170M FL No.: 62514 A.U-m-ow; ft- QSv&bnusM 0- WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2* MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 010 WOOD SCREWS INTERIOR 3BESET IN OF APPROVED JT 10 WOOD SCREW WOOD FRAMIN( OR 2X BUCr BY OTHER! MIN. RENT CULiC ul 191`4l.0 VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 REVISIONS DESCRDTON DATE APPROVED ADDED CHARTS 03/05/12 R L. REVISED PER NEW TESTING 10/29/13 R L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS OB/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 1 R.L 1 38 MIN. /MAX. / 14' M EMEBEDMENT SHIM SPACE I INTERIOR 1/ 2- MIN. EDGE DISTANCE Fill 10 WOOD LJ L—jI SCREWS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING W000 FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650- WEST—MARKET—STREET -- GRATZ. PA 17030 11( 10_//ii 0\ EN yq SF ,' p SERIES 420 REINFORCED SGO Dy6 251 FLANGE INSTALLATION DETAILS A , TAT OF i'•• ° 0RIOP 777// 11111111\ F.A . Dec 08- 00499 alv E gt'" NTS JMTE 02/23/09 SN77 OF 10 L ROSERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE. NC 27O29 Ur4"' O s tax-AS@ft-&5mca" Luis R. Lornos P.E. FL No.: 62514 1MIN I EDGEE DISTANCE I t/a" MAX. METAL " — 1 SHIM SPACE STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS a 10 SMS OR L SELF DRILLING _ SCREW 1/2 MIN. EDGE DISTANC EXTERIOR INTERIOR T— 1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES* 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT A10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCMPnON DATE APPROVED A ADDED CHARTS 03/05/12 R L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E I REVISED INSTALLATION DETAILS 06/21/17 R.L t IA' LAAW JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 WINDOWS AND DOORS L_LC 650 WEST MARKET STREET J\qO\%IlIIIIII(/ GRATZ, PA 17030 GENSF SERIES 420 REINFORCED SGO FLANGE INSTALLATION DETAILS 0' 80AT O/ ss/`OR1OiaG` I# III\\\\ oRAwN, F. A. owc No. 08- 00499 RE A' T S1C° OF t 0 sNTS02/23/09 8 Luis R. Lomas P.E. L. ROSERTO LOMAS P E u32 WOOOFORO RO LEWISVILLE. NC 27623 FL No.: 62514 434• 666-0669 AX-&M CO- RMSroNs OE9CRFWN DATE APPROVED 1 1/2" MIN. 1 MIN. SEPARATION EDGE DISTANCE TS 03/05/12 R.L. R NEW TESTING 10/29/13 RL. GE AND FIN INSTALLATIONCADOED t2/06/13 R.L. 11/4"MIN. TALLATION OETAllS 1 R.L. O6/03/ 5A• EMBEDMENT 1 1/4" MIN. TALLATION DETAILS O6/21/17 R.L. CONCRETE/ I EMBEDMENT MASONRY 1/4" MAX BY OTHERS F SHIM SPACE 1/4' OPTIONAL SHIM SPACE INTERIOR1XBUCKvrTOBE MIN. PROPERLY EDGESECURED SEE NOTE 3 SHEET 1 DISTANCE 3/16" TAPCON 3" v MIN. EXTERIOR INTERIOR SEPARATION v SILL TO BE SET IN a A BED OF APPROVED EXTERIOR SEALANT 3/16" TAPCON 3/16" TAPCON CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETFJMASONRY INSTALLATION MASONRY/ OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY BY OTHERS T SECURED SEE NOTE 3 SHEET 1 a. 1 1/4" MIN. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. n d • ' . ' '•' •1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SIGNED: O6/21/2017 a DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 11 IIIL O//i,/ 2 _7./_8" MIN. 1" MIN SEPARATION EDGE DISTANCE 650WEST MARKET -STREET GRATZ, PA 17030 x J • • ' 9/% GENSF +.,, VERTICAL CROSS SECTION SERIES 420 REINFORCED SGD p`rv,_'/ CONCRETE/MASONRYINSTALLATION 96" x 96" FLANGE INSTALLATION DETAILS v , 6 . 11 , TAT OF W ORC ND. REV i/'FS:'tORM"' Gi: 08-00499 E 7SZONA 'E \\N SNEflS02/23/09 9 OF 10FNTL. ROBERFO LOMAS P E. Luis R. Lomas P.E. t4v W0ODFORDROLEW7SVRAE.NC27027 FL No.: 62514 U••6w-0609 Nbmas a bnw sDe min 1/4 MAX WOOD FRAMING SHIM SPACE BY OTHERS INTERIOR 1 1/4" U MIN. EMBEDMENT T_ A-iAPPROVED SEALANT EXTERIOR BEHIND FIN 88 WOOD SCREW 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL METAL 1 EDGEW000FRAMINGOR2XBUCKINSTALLATIONSTRUCTUREDISTANCE BY OTHERS TRIM APPROVED SEALANT BEHIND FIN Q8 WOOD SCREW 7/16" MIN EDGE DISTANCE II EXTERIOR REVISIONS APPROVED OCSCRIPIION DATE ADDED CHARTS 03/05/12 Ill, REVISED PER NEw TESTING 1o/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS O6/21/1T I R.L. 1 5/8- MIN. EDGE DIST. TRIM — INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN, EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/ 16' INTERIOR EXTERIOR PANEL 1 1/4" MIN. HOOKSTRIP INSTALLATION INTERLOCK EMBEDMENT WOOD HOOK STRIP MASONRY/CONCRETE FRAMING Z#10 SELF DRILLING BY OTHERS SCREW 1/4" MAX. PANEL SHIM SPACE EXTERIOR INTERLOCK T HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. I I EDGE DISTANCE INTERIOR INTERIOR TRIM VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA nON FOR SILL INSTALLATION SEE SHEETS 4•9 NOTES' I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT - HOOK STRIP S W000 SCREWEW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK4V000 FRAMING MI WINDOWS_AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 REINFORCED SGD 96" x 96" NAILFIN & HOOK INSTALLATION DETAILS yN. 0WO NO. F.A. 08-00499 VALE NTS °' E 02/23/09 Slw 10 OF 10 L ROBERFO LOMAS PE 1132 WVOOFORO RO LEW/SVILLE. NC 27023 434.666-0609 max^ SIGNED: 06/21/2017 J\\ S,it- M-AT9: 5 OF ; 0, . E i 40R S1 NA 10?\\ Luis R. Lomas P.E. FL No.: 62514 1/23/2018 Florida Building Code Online Business & f/ • f BCIS Home I tog in I User Registration I Hot TOPICS I Submit Surcharge I Stats & Facts I Florida re Product ApprovalUSER: Public User far Product Approval Menu > product or Aool.cation Search > Application Ust Search Criteria 7 ' LI. DRPR Ifouf ABDUT:DHPR QBPR DIVISIDN3 CONTACT DHPR Refine Search 18504.2 Code Version 2017 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL searcn Kesutrs - P% E6# Typg Manufacturer Validated By Status Steven M. Urich, PE Approved FL38504-R2 Revision FLU iFL18504.2 and Doors ( 717)' 317-8454 History Model: M-1926 Vertical Mullion Description: M-1926 Vertical Mullion Category: Windows Subcategory: Mullions w. onr a 11— the Commission If necessary. Contact Us :: "O, Blair Stone Road Tallahassee FL 32399 Phone: 850-48I7-1824_ The State of Florida Is an AA/EEO employer. roovrioht 2007-2013 State of Florida.:: pXbMZ Statement :: arrseebility Statement :: ftt0d 5tatement Under irecords.edo not want your aiIs y pse ioct4request, do not send electronic man to this entity. Instead, contact the office phone by traditionalml.f you have anquestions,Dnc850.8,195.ursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have ail adore s, pease providedmay be used the Department with and maul addration with the ess which can licensee, made available to theeddresses are pu6ilc public. o determl erltey u are a lrd. If youicensee under Chapter 455FSdonotwishtoSupply 8 Personal please dick Mm. Product Approval Accepts: Credit Safe SeCUrl1\'>IL'rlocs 1/ 1 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN }HEREIN. WIND LOAD DURATION FACTOR CO=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH = W1 + W2 2 RrAs*m! DCSCRrTxN wt I APPRMO I AA I REVISED INSTALLATION DEWLS 08/07/15 I R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET-3. - - - --- — 2) FOR ANCHORING INTO CONCRETE USE 1/4- TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT - WITH 2 1/2• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4- SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS l3SbLf, , 2— MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULUON SPAN GENERAL NOTES OR W VM N0. V.L. 1 08-01445 Wmf NTS — 01/11/12 — 1 OF 3 SIGNED: 0810712015 A. BTATE OF •w 0'P••'ORlOT;• I 6- 2 1/2- MIN EDGE DISTANCE 1' MIN SEPARATION MASONRY/CONCRETE BY OTHERS 1 1/4" e MIN. EMBEDMENT 1/4' TAPCON-- SECT5796 CUP SECT M-1926 MULLION SECT5796 CUP 10 WOOD SCREW f I 1 3/8' MIN. 1/2- MIN WOOD FRAMING/ EDGE DISTANCE 2X BUCK BY OTHERS VERTICAL CROSS SECTION MASONRYA;ONCRETE AND WOOD FRAMING INSTALLATCIN 3 3/4' --{ t • Ilr 3/6, 4 1 2• 2 7/8" 7/8 SECT5796 CUP 2X 61/4' FOR CONCRETE INSTALLATION ALUMINUM 6083-T5.125' THICK 3 3/4' 2 1/4' 1' 3/8' L_ 7/8- 2X 01/4' L 7/8' T- 1 1/2' 1 — 3 1 /4' ILLV610N4 REV 06GPDON DATE I APPWAD A REVISED INSTALLATION DETAILS 08/07/15 1 R.L SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA (.=7 GALVANIZED STEEL ALUMINUM 6069-T5.125' THICK 2 3/4' SECT M-1926 MULLION ALUMINUM 6069-T5.125' THICK SECT5796 OR MT0000PCLIP SECT5796 OR MT000022 4. CLIP 4 . CLIP INSTALLATION i 175 JU`t 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULUON SPAN INSTALLATION DETAILS DRAW. owD No. V.L. 08-01445 UL` NTS — 01/11/12 —F 3 OF 3 SIGNED: 0810712015 Florida Building Code Online Page 1 of 6 BusinessProfessionalReulation s' AuMNasj ~ OOUir09r i1OBPRb prsf h .00enAGT 08f+P Poridcla r USER: Product Approval Public user 6 Product Approval Menu > Product or ADD40tion Search > ADDlkatlon Lkt > Application Detail FL20461-R2 FL # Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/ Email 118 Industrial Drive Edgerton, OH 43517 419) 298- 1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/ Emall 1 Quality Assurance Representative Address/Phone/ Email Category Exterior Doors Subcategory Swinging Exterior'Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Managementilnstitute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 1. King, P.E. Ci Validation Checklist - Hardcopy Received Certificate of Independence Fl 20461 R2 COI (c) Certificate of]ndeoendence.od Referenced Standard and Year (of Standard) Standard ear 101/I. S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code httn:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 3 of 6 Limits of Use Installation Instructions R2 II (b) Insr 20461.5.udf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL20461 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third' Party: YesImpactResistant: No Design Pressure: N/A Evaluation Reports AE (c) Eval 20461.5.odfOther: See INST 20461.5 for Design Pressure Ratings, any additional use limitations, installation instructions and FL20461 R2 Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Nominal 810 "Non -Impact" Opaque Composite Edge Single Door (Inswing/Outswing; X configuration) Smooth -Star Fiberglass Limits of Use Installation Instructions FL20461 R2 11 (b1 Inst 20461.6.Ddf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Yes Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports FL20461 R2 AE (cl Eval 20461.6.DdfOther: See INST 20461.6 for Design Pressure Ratings, any limitations, installation instructions and Created by Independent Third Party: Yes additional use product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber-Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Single Door with Sidelite(s) (Inswing/Outswing; Smooth-Star Fiberglass XO, OX or OXO configurations) Limits of Use I Installation Instructions R2 II (b) Inert 20461.7.udf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes E 70461 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes ImpactResistant: No Design Pressure: N/A Evaluation Reports Eval 20461 7 Other: See INST 20461.7 for Design Pressure Ratings, any limitations, installation instructions and FL0461 R2 AE (cl .odf Created by Independent Third Party: Yes additionaluseproduct particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Smooth -Star Inswing/Outswing; XX or OXXO confl6urabons) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b)Jnst 20461.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes ImpactResistant: No Design Pressure: N/A Evaluation Reports Eval 2p461.8.odf Other: See INST 20461.8 for Design Pressure Ratings, any limitations, installation instructions and FL20461 R2 AE (cl Created by Independent Third Party: Yes additionaluseproduct particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461. 9 I.ThSFier-Classic and Nominal 8 on empsitEda Fiberglass ng/ OutswingX configuration) Smooth -tar Single o Limits of Use Installation Instructions b) Jner 2na61.9.odf Approved for use in HVHZ: No FL20461 R2 II Verified By: Lyndon F. Schmidt, P.E. 43409 ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes ImpactResistant: No Design Pressure: N/A Evaluation Reports 20461. 9.odf Other: See INST 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and FL20461 R2 AE (c) Eval Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) Fiber - Classic and Nominal 68 berglass GlazedCompositeEdge1OX20461.10 J.S ooth-S ar Smooth -Star Single Door with Sidelite(s);(Inswing/Outsw ng; XO,on- Impact" or 9 ' OXO configurations) Limits of Use Installation Instructions FL20461 R2 II (bl Inst 26461 10 ndf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes ImpactResistant: No Design Pressure: N/A Evaluation Reports 20461. 10.odf Other: See INST 20461.10 for Design Pressure Ratings, instructions and FL20461 R2 AE (c)Eval Created by Independent Third Party: Yes anyadditionaluselimitations, installation httpWfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018 Florida Building Code Online Page 5 of 6 Nominal 8'0 'Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (inswing/Outswing; XX or OXXO configurations) Installation Instructions Limits of Use FL20461 R2 11 W Inc"na0_16.ndf Approved for use in HVHZ: No Verified By: Lyndon F. Schmidt,:P.E. 43409ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: No Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 o nc .c wai n461.16.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.17 q. Therma-Tru Fiber -Classic and Fibergla Si"n Doon-impr witOTpansom (Inswing/OutswaqueCompositeEdge ing; Smoot-StarO/X conn) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.18 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Installation Instructions FL20461 L " rk 111UMabti_77,odf Verified By: Lyndon F. Schmidt; P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 6'8'Non-Impact' Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Installation Instructions FL20461 RZ 11 r 11[1A 7na67.t l2df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third!Party: Yes Evaluation Reports 1 '7nAA1 a7 Ae (c) Eval 20461.18.odf Created by Independent Thirdl Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions Limits of Use Approved for use in HVHZ: No FL20461 R2 II (bl Iner 2na61.19.odf Verified By: Lyndon F. Schmidt, P.E. 43409ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: No Design Pressure: N/A Evaluation Reports FL20461 R2 AE (c) Eval 20461 19.DdfOther: INST 20461.19 for Design Pressure Ratings, any use limitations, Installation instructions and Created by Independent Third Party: Yes additional product particulars. (For Fiber -Classic and Smooth -StarJ" doors, this product approval requires the use of part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge Single Door with Sidelite(s) (inswing/Outswing; Smooth -Star Fiberglass XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.20 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I' part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page 'd Installation Instructions FL20461 R2 11 (b) rncr 2204 t 0,ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports ra 71714611 R2 AE (cl_Fv_el 20461.20.odf Created by Independent Third Party: Yes Back Nut 0 0 Pagel/20 htti)://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAigXJkH0uU... 1 /24/2018 THERMAITRUo' Fiber -Classic. & Smooth -Star, COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL N07ES tion 1. 2D 7) Fllodd Building Code (FBQ stnuturo equkame hiexc uuding'hee "High Velocity Hurricane Zone- (HVHZ). 2. Product anchors shoo be as IBted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. For 2x stud homing construction, anchoring of these units shall be the some as that shown log 2x buck masonry construction. 4. Site condillons that deviate Irom the details of thh drawing require hither engineering analysis by o licensed engineer or registered orchitecl. 5. Fiber•Ctossic L Smoolhdtor Door panels geqube the use of 7 port numbers and must be stained or pointed vAtNn sbt months of Inslollotion. r 37.75 MAX AME WIDTH FRZ o o I- I DESIGN PRESSURE (PSF) LOCK INSWING CONtx HARDWARE POSITIVE NEGATIVE Latch 3 Deadboll 67.0 -67.0 Mullipolnt 65.0 -70.0 See Sheet 3 for Hardware Specifications rrr 1 11111z o 6 N g-CO m r C1. E d rtta nQQ GmLLd4Ez DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE 67. 0 -67.0 65. 0 -65.0 Iowa or.. JK I FL- 20461.6 Eli 1 Or SEE HARDWARE CHART HARDWARE.TABIf' MANUFACTURER i-:" :MODEL:.::: KNOB: FSl SCHLAGE DEADROLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADSOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA•TRU) 1 (3 pl. Manual Tongue) Fiber•Closslc/Smooth-Star Door Panel Options Panel options shown are for wootlon and are representative only I*nDar opaque panel eonRguroom are allowed) fV3 0 tIP, zRo Eo, Z o K$ cF erc, er. JK nac W. LFS FL-20461.6 sr .3 w 11 1X Buck to be secured to masonry by others EXTERIOR r//1aV INTERIOR 1 VERTICAL CROSS SECTION Shawn wl sub -buckSOutwftshhown (irm ing dniar) 2 HORIZONTAL CROSS SECTION S S w X su uc c Outswing shown (IruvAng SirnBar) u III111111//// A-. U: • *i=ai n rri 333333 d j' '.......•• O \\ j O O z 2' 0 u i cZ oE°ETu 3 HORIZONTAL CROSS SECTION 5 OutMw9 shows+ (lnswlne slmuor) PYP.) AMEF n Q 3 n i Z u 26116 z u: N.T.S. 5 Ir. JK m w LFS 3 awc Na: FL-20461.6 c N xl 5 or A o Notes: I. Sm Ilem 11's 17, 18, 32. 34, 35. 36, 37. 38 ! 39 are attached to lambs w/ (3) 88 X 2• I /7 Pm screws of each and. S8 Item 4's 16 S 33 are attacked to lambs w/ 12) #8 X 2-1/7 pth screws at each and. Sm Item 01 S Is attached to lambs utlWng 12) 4110 X 7 pph SMS at each and. INTERIOR_ SEE NOTE 1 EXTERIOR eVERTIC A-_ L ROSS SECTION tnswllig S81 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Oulswing SN INTERIOR SEE NOTE EXTERIOR 2 VERTICAL CROSS SECTION 7 Ir;—lg SW EXTERIOR SEE NOTE 1 INTERIOR 4 VERTICAL CROSS SECTION 7 I`ubOc Access S® II1111111J/JJ A. : v- j ys r Ole '• liy a m n JJ 11111/1 Zome 8•:z D DyY LL40. 5 V W o 0 0 o Z L 5 16 2 IC N.T.S. en JK o c n LFS 3 uWNI N0.: FL-20461.6 c ar 7 or I n m . = f LL SEE HINGE O h O V' elpDETAIL (TYP.) i''• 0 dmd 28 uci••Z 2X BUCK L T1 z MUCK G' - - - SEE TONGUE w i m u 2DIRECti0M26 u 8a STRIKE DETAILa MASONRY ' Di 4 C (Typ.) MUCK 25 IX BUCK G 27 M T^ u o< 8 m aDIRECTTOpm MASONRY 8 $ $$ LATCH A DEADBOLT DETAIL m 2X BUCK L KvAbet W SEE LATCH IX BUCK G s2 3 a DEADSOLT _ _ DIRECT TO M 1 DEIAIL u oe SEEIATCH MASONRY 3) r o y rQ gj a DEETAIL t c 2X BUCK L 25 ' 8 DtAR IX BUCK G TONGUE Y DIRECT TO M ' MASONRY SUB STRIKE PIATE _ N\ v 2X BUCK 25 IX BUCK G 27 DIRECT TO M MASONRY LATCH a DEADBOLT DETAIL ScNage LATCH & DEADSOLT STRIKE DETAILS STRIKE JAMB HINGE JAMB Latch and Deadbott rmDIRECT TO MASONRY DEADSOLT STRIKE DETAILS Security Deadbolt Strike Plate) HINGE DETAIL M 1 2X BUCK l 1XBUCK (; DIRECT TO M MASONRY BUCK 30 BUCK RECTTO kSONRY LATCH a DEADEOLTDETAIL u p oc MULTIPOINT LOCK STRIKE DETAILS C=i' kj d1 i.7 g'• Z=' R ILZ° rrrrrrtt 0 = m N IIP, O```` > CiYmdn dV OO= C Y1 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odlusted to mointoln the mi*k edge distance to moftarldnts. 2. Concrete anchor locotlons noted as MAX. ON CENTER' musf be odlusled to maintain the min. edge distance to mortorloints, additional concrete anchors may be requLred to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: i 4NCMOR'' ANCHOR MIW:';;:::•:; MIN.GLEARANCE:.MIW i0'MASQNRY; ;'. LEARANCE i0AL1JACENT'` TyPE'':::•.=.;SI2E''; EMBEDAAENi EL>GE::."•-' ANCHOR:' 1/4' 1.1/d' 2' 4' TArCONe ELCO 1/4' 1.1/4' 1' 4* ULTRACON 3/16' I 1.1/4' I AS SHOWN TA CON• WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum S/Ii' edge distance. 1' and distance. S I' o.c. spacing of wood screws to prevent the sp6Hing of wood. n z z Z u 526 16 = 0 Lr: N.T.S. to JK m n: LFS ; ww mu a a FL-20461.6 c xs 11 or -LL a THERMAITRU' DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 61 h Edition )2017) Florida guiding Code )FBC) structural requirements excluding the "High Velocity Hurricane Zone" )HVHZ). 2. Product anchors shoo be as bled and spaced as shown on defogs. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used In areas requiring wind bome debris projection. this product IsrequiredtobeprotectedwithonImpactresistantcoveringthatcompiles withFBCSections1609.1.2 & R3DI.2.1.2 as follows: Wind Zones 1, 2 S 3: Glazed Sidegtes only: Wind Zone 4: Enl're System. 4. For 2x stud framing construction. anchoring of these units shop be the some as that shown for 2x buck masonry construction. 5.. Silo conditions that deviote from the deto fes drawingreeN ecLfurtherengineeringanalysisbyalicensedengftregistered 6. Fiber{Jossic is, Smooth Stor Door and Sldelile panels require the use ol'l part numbers and must be stained or pointed within sc months of installation. 5317 MAX OA FRAME WIDTH 1 Sr MAX FRAME WIDTH 37.7S MAX FRAME WIDTH i z- O— 0 0 WP X o 68.7S-MAX O.A. FRAME V_IIDTH ti 15s MAX FRAME WIDTH 37.75 MAX WIDTHFRAME DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) INSWING CUTSWING CONFIGURATION POSRIVE NEGATIVE POSITIVE NEGATIVE xo. ox, oxo 40.0 40.0 40.0 40.0 See Sheet 4 for Hardware Specifications FAFI n C ] Z VZ 8 IO 16 = 0 Lt: N.T.S. er JK m' W. LFS 3 a wrc No. FL-20461.7 c N xi 1. Ord A 13.938' MAX. { PANEL WIDTH I t, x d SI t N SO LITE 1luunrrrr G2GT V, i* 6it! Osr!W 0.66' INTERIOR 9y " o m c° illy Z n r• P rr r III„zoozo na STILE )WOOD) — EXTERIOR 9 WuILrgcoa m CROSS SECTION EoUPUt.laain9@AORIIC __ONTAI8 9a I 1 6. 8r MAX. TOP RAIL ;•:.; ,• "'f COMP.) cc a D. L.O. WIDTH 2. 629 (TYP.) I J FoAm ORE L POLMJRCEIHANE- 1. 9 PCF MIN.) G a G N EXTERIOR INTERIOR s n N e 1• J' O I RBERGLAU S13N BTS FA Ule Frome 0. 07TTHK.) >: o y L BOTTOM RAIL z COMP.) i2 VERIUCAICROSSSEC110NUp Ute Globnp ntFL-246 E c 4 0 D a• e• n 23 24 1.1/4 MIN. L 29 R EMB. (TYP.J a 1 14ORIIONTAL CROSS SECTION S own w But5 Outsvft shown (usswtng slm0or) K SEE NOTE 5 HORIIONTAL CROSS 5 Ou ng s own In g 1 wwllllllllr/j Notes: I i i 1.ISMIN. EMB. -) 1. Sldauto assembly screws located 6' from each and plus 6 more 4' screws equoBy spoced between (8 screws total per side Jamb). J : n E 2 SldeOta assembly screws located 1' from each and (2 screws along U.- d1 ehoodlamb). ti O = e C. i yy 6mqai n O.ISCSINK rTyp) D lilt%% p, o a a N I o a SEE NOTE 1 o .• —. ' -•— . - •- ' r 8 5$ 9 m c' mtmpiemi41. P • r cZ NfERIOR B L z' f° ( C U m O ao 41 42 1g o EXTERIOR 6 1 J5W 42 1 I-1/'MIN• EXTERIOR INTERIOR c r` o =oEMB. PP.) 0 cs 3 VERTICAL CROSS SECTION u a 2 HORIZONTALAL CROSS SECTION j Showw/?)(Buck Y 5 ShoOLdwnstlown Pnswk+g sMBor) outswklg spawn (Uuwing sbn0an 1 Q I S CSINK r F D u lnP) E v D N SEE NOTE 1 B o 6 2S e j B L a 25 w SEE NOTE 2 u° z25 SO 50 3 mm 6 l0 16 StA N.T.S. 40414227s owe m JN 42EXTERIORINTERIORcn Oft er: Lf'S 3 6 HORIZONTAL CROSS SECTION 4 VERflCAI CROSS SECTION a oa+ wso Hw FL- 20461.7 5 u ng shown ng ar 5 Shown w/ 2X Buck Oulswingshown (inswing sMW o slrm5orj-t z d 1.S MAX. 4m 2. r MIN. E1(TERIOR I% j RJIERIOR 2 HORIZONTAL CROSS SECTION 7 Shown Direct to MOSOM Outswing only w/ 6.9/16 Jomb Noles: 1. SldeGle assembly screws located 6' hom each end plus d more screws equally spaced between (S screws total per side Jamb). 2. Sldelle assembly screws located c from each and (2 screws along hood Jomb). C 1 ee e a L e E EMB. (TYP.) 1 HORIZONTAL CROSS SECTION u ] Shown Direct to Masonry Outswing only w/ 6.9/16 jamb a m g o $`o:Q E MIN V' II •••• yg m qr/ 1 IIIIf'1 , U g m 2 coM9c° s" n in IL i SO D 2S n c i SEE NOTE 2lu D( IERIOR WIERIOR o 3 VERTICAL CROSS SECTION o 7 Shown Direct 10 MOSOMY Outsvft only w/ 6-9/1 (lamb I Y g 0 yy8 jg G OGt KIJV N Z Q v r i n r o u ZEXTERIOR 25 E arE 8 10 16 x souL N.T.S. SEENOTEI1.1/4'MIN. DM W. JK m EMB. (TYP.) ERTICAL CROSS SECTION p0L °" LFSown w"NG MD=utsvdngonlyw/ 6-9/16 SVh Direct to Mas, Jamb FL-20461.7 0 sxat 7 of 14 n JAMBS 4- (IYP.) T (1YP•) 4' (rrPJ 111111 III11I11 111 HEAD s JAMBS P.) IIImIfl 11dlIU Ifl11dlIp 11 qi III 11dIyr G III to 0 O111 111ql 11dlIU ql 111 i 41 XO/ OX d 2X BUCK PP.) I MASONRY 1YP.) 2X BUCK ANCHORING JAMBS 4' ( 1YP.) r pyp.) 4' (IYP.I III IIIflIllIII dd rIII Ifl4 AMBS I II' III IIdIIII Ifl11IIIIU III11IIIIUIt III I! 1 0 NpOXO f i •.• w pJcoLo mi o u MZ°{ Ea m d IL VO e z LE N.T.S. 5 m JK m c M LFS ; Ale a FL- 20461.7 c m 9 1414 i 28 26 2S b 27 LATCH A DEADBOLT DETAIL Kwlkset L DEADSOLT DETAIL SUB STRIKE PLATE 2S 27 LATCH d DEADSOLT DETAIL ScMoge LATCH & DEADB )LT STRIKE DETAILS 1^ STRIKE JAMB Lotch and Deadbolt 0 e_ m SEE HINGE 0 ` O DETAIL (TYP.) o ac oe oT oe c not 8oe oo` o tqgt g HINGE JAMB HINGE DETAIL XBUCK X BUCK IRECT TO AASONRY Hu d cim IL SEE TONGUE rY P.) t o z STRIKED ... c J . TONG UEKE SEE L TCH SI c 1 DDEADBOLT a O n l o STRIKE JAMB 30 MuI k o LATCH t DEADBOLT DETAIL V. n oc: 3 MULTIPOINT LOCK STRIKE DETAILS g u N.T.S. i er: JK m T LFS ; xwo No,: 0 FL- 20461.7 n zT 11 or l4 ,N, 7sr INSWING THRESHOLD 32 , , Compodte Adlmtobte sD 7.1/T 4.56•-. 1 33 INSWING TH"'HOIDhnwinpBodoFeedSD 5.75 SWING THRESHOLD34I,N— Moderate CBmote SO I-W S.IS 35 INSWING THRESHOLDWrAnpModeroteC4nole S3 5.75 t,• INSWING THRESHOLD' 36 Bastc tL ed S314 SII 7.s 37"INSWING THRESHOLD— Intw4p Busk Fbed 7.1lI SR INSWING THRESHOLD 38 Compodte AdJustabte SD 5.77' INSWING THRESHOLD 39 tm ew Itosle Compodte Ad}etobte SD 60 O I 15 PUBUC ACCESS THRESHOLD Z_ to P c B SWEEP 9 SWEEP o 0 SWEET 11lllll idol2.36• V_M_ZA C oa aade Z tq IM 16 OUISWING THRESHOLD CompodleSO m irg Cc 4 + o it rD OUTSWING THRESHOLD Lo Compodte / AAenlnUm SD n 0 N 1 4 5.75 c 1 Wuv OUISWING THRESHOLD a 1 B Canpodte / Aluminum se Pnemwl Neoq a 212. 14C Rr --j 213• I ' z T I , r 6 I1 s I SM o srue N. T.S. y, tan er JK L_ o o 1711L a .. LFS oftalm No: 75 SIDE LRE SPACER 6 76 SIDELITE SPACER 77 SIDEUIE SPACER FL-20461.7 o Outsw4tp M dda le Cbmte4eed+old ssaa 13 or 14 THERMAITRUo' Fiber -Classic, & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS DOUBLE DOOR W/ & w/out SIDELITES INSWING/OUTS WING NON -IMPACT' GENERAL NOTES 1. This FloridaaBuilding Code (FBC) structural) requirementsLtss excluding he'Hlgh Velocity) Hurricane tone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchorembedmenttobasematerialshallbebeyondwalldressingatstucco. 3. When used In oreos requWng wind borne debris protection. this product Isrequiredtobeprotectedwithonimpactresistantcoveringthatcomplies withFBCSections1609.1.2 b R301.2.1.2 as follows: Wind Zones 1, 2 i 3: Glazed Sldelles a*. Wind Zone 4: Entire System. 4 For 2x stud Iron*Q construction. anchoring of These units sholl be the some as that shown for 2x buck mosonry construction. S. Site conditions that deviate from the details of this drawing require furtherengineeringanalysisbyalicensedengineerorregisteredarchitect. d. Fiber-Ctossk S Smooth -Slur Door and SldeLle panels require the use of -I partnumbersandmustbestainedorpaintedwithinsbcmonthsofInstaOolbn. d 74.7S- MAX. OA. FRAME WIDTH Z m 6 00 x x P CONFIGURAnON ASTRAGAL HARDLOCXWARE XX, OXXO STANDARD Latch i Deodboll See Sheet.4 for Hardware Specificaflons OXXO COASTAL or Mulilpolnf XX COASTAL XX COASTAL latch a Deodboll XX COASTAL MuBlpolnl 10S. 7S MAX O.A. FRAME WIDTH V 15. S MAX. FRAME WIDTH 74. 78' MAX. FRAME WIDTH -I DESIGN PitFSSURE (PSF) DESIGN PRESSURE (PSF) INSWING OUISWING NEGATIVE 0 - 40.00 47.0 1+40.b UPOSInVEVE 0* -60.0 0 - 50.0 0 - 55.0 Surface Bolts Required m n n m LyOp? A rio= N .. 0{ o e-U d0& uu M. 2 FL- 20461.8 ar 1 or 14 13.938' MAX. PANEL WIDTH m O r SiRrILLTE LAN11 UP UTE 6.W MAX. D.L.O. WIDTH 2.62.7 (TYP-) O BTS FuQ _Ute Rome G2 Gl INTERIOR SALE (WOOD) l-'\ HORIZONTAL CROSS SECTION V 'j') Up Ufa GkWng l.r 1 1 70P RAIL COMP.) 2 FOAM CORE POLYURETHANE - 1.9 PcF MIN.) EXTERIOR INTERIOR RBERGLASS SKIN i0.07WIM-) BOTIOM RAIL — COMP.) 2 VERTICAL CROSS SECTION v up uM-6GQ m N.T.S. 1 on JK UF aim Wa FL-20461.8 XT 3 or -a M S MIN. EMB. (TYP.) TYP) 0.15( TYP) IT'1PI 1 SEE NOTE'1-- - INTERIOR 25 a 23 24 1.1/4'MIN. L 29 EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 5 S own w 2) Buc out= shown (Inswing sim0or) k SEE NOTE n d THORIZONTAL CROSSSECTION n g s Own Ou rwmg s EXTERIOR IOR UOR EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 5 pulownsHMg shown (rWwirsg strnlar) 6 HORIZONTAL CROSS SECTION 5 ngs own Ou gs 1. Sldelte assembly screws located C from each end plus 6 more screws equally spaced between (B screws told per side jamb). along V2. Sldelle assembly screws located C from each and (2 screws head)omb). Z l y r 42 c C if s VtKI1l.H/2LXt. KwJ OLbnv. 5 l shown w/ Surface Boll D E o. IP • 2 SEE NOTE 2 SO J EXTERIOR INTERIOR ti d 4 VERTICAL CROSS SECTION 5 Orst swir>g shownluuwing *nlos) ANNE 4 oz n 8110116 u N.T.S. L MI. JK e L m LFS ; a aneo Ne0. m FL-20461.8 u n m 5 a<14 n MAX. MIN. EXIERIOR r///,//,j Pl1ER10R 3 VERTICAL -CR OSS SECTION 7 Shown Dhecf to MoreruYOutswingonlyw/ 49/16 Jomb Double Door Only IN/A w/ Waffles) Notes: I. Sldelle assembly screws located 6' from each and plus 6 more screws equally spaced between Is screws total per side Jamb). 2 Sldefte assembly screws located P from each end (2 screws along head Jamb). tq C 1 ti n g WIERWR 40 41 4 1-1/PMIN ° EMS. IIYP.) DMIOR 1 HORIIONTAL CROSS SECTION 7 Shown Direct to Masonry Ouhwing oNy w/ 4.9" 6 Jomb Double Door Only JN/A w/ Sldefites) Mt A) 5 VERTICAL CROSS SECTION d VERTICAL CROSS SECTION 7 Shown Dtect to M orv 7 Shown Dared to Oulswirlgonlyw/d-9/1Slomb Outswingonyw/d•9/1 Jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: 3 47 PSF hj EW. PYP-) 4 HORIZONTAL CROSS SECTION SOut ng only wDirect10 % 66--9s % 6YJamb x zN $ 0 C, i3- a E i " = x Vo munE1r e= d M I Ii a A 81016 2 sa N.T.S. i a. rar JK e c m LFS 3 F- W FL- 20461.8 c n a 7 or 14 0 ASTRAGAL 4" (IYP.) r (TYP.) HEAD 6 JAMBS TYP.) II 11 II xx I 111111//// 40Sc. P i• ' yy d a 1 111111 \ G ti D ASIRAGAI JAMBS u c •: g E P Z xTYP•) c (1YP.) 4' (TYP.) . * P) 8 r m • r (TYP.) r)TYP.) n 0 5 °. c maa III U 111 d 111 it III i III U III III 11 111 ` tr D III II III II III z z HEAD 6 JAMBS II III o$ II III fY oPYP') III II III m III II III N 2XBUCK PYP•) II III c m III 11 111 III II III III II III III iii Gt ti 111 ) 111 (3 U it III IIIO O III II III 111 11 III III z III II III III II III N III II III III II III ei III II III u III ' III 0 MASONRY IYP.) 2X BUCK ANCHORING u 11. M 418 u° 8 10 16 i u N.T.S. 3 w JK n c er. LfS ; worc No.: a Fl.-20461.8 n N DIRECT TOMASONRY G IX BUCK 28 25 2X BUCK 81 25 25 8 27 DETAIL 1 LATCH t DEADSOLT DETAIL Standard Astrogol Strike Plots @ Head Smogs / Kwlkset 1 EREEA 1!2 a DEADBOLI DEIAL 8 DETAIL 2 G a InswMg Standard Astrogol Sblke Plats @ SD g * DaEFAU DIRECT TO G N DIRECT TO 3MASONRY MASONRY ASIRAGAL IX BUCK Q G Ix BUCK Loich and Deodboll 2X BUCK K 25 2X BUCK 6 BOo ou DETAIL v'+e Cooslol Aslrogol Strike Plote @ Hood Coastal ASlrogtsl StAce Plate @ Heod Xfi Slwwn w! Surloce Botl Shlke Plate SAown wl Sudoce Bolt Strke Plots G 64 p 63 G DETAIL 2 1/7 O HOLE 62 DETAIL 2 G 80 outsvmg trtreck-vkv AShoaol Bal Has @ SM Siw w1-, t:pd Strikeee S %otg Shown w/ Swloce Bolt Stae Plate LATCH & DEADBOLT STRIKE DETAILS SEE HINGE DETAIL )TYP.) HINGE JAMB 0 1,0 0 0 SEE LATCH d i DEADBOLT p p $ DETAIL tq tS a HINGE DETAIL ASTRAGAL 1 f ock 25 30 LATCH < DEADBOLT DETAIL u DIRECT TO MASONRY I X BUCK 2X BUCK DETAIL 1 MUIlipolnt lock Sldka Plate ® Head V DETAIL 2Inswing IX BUCK Mulllpokst LockSfte Plate O $3 X BUCK IRECTTO a o 0MASONRY e O z OOu oat 8 10 16 sAN.T. S. DETAIL 79 GoutymDM UP. JKMulllpolnlLockSWo Plate O Sm oHc ft LFS MULTIPOINT LOCK STRIKE DETAILS e o muwxo xo: a- 20461.E sxm 11 or 14 759- 32 INSWING THRESHOIDBEadCComposlle Adpuslobb Sm 7.1 /2• INSWING THRESHOLD 33 Ir p twde ITRed sv S.IS INSWING THRESHOLD 34 VsAv Moderote CEmole St I-W S.7S 63 35 INSWING THRESHOLDInsAVModerateCBmole SO L. ice` :^ tiYti .. `•±Yt':.•tiir%: 36 INSWING THRESHOLD t >a bock Fled SJ/,' S0 7.7 la 37 -INSWING THRESHOLD- . yuwlnp Emk Lived 7.114' S0 INSWING THRESHOLD 38 buwft Composlle'AdWable SB SJT 39 INSWING THRESHOLDImvMpEarleCompodte AdJwtoble S® 6AT' o 15 UEUC ACCESS THRESNOLD i +isj /n---"]- 1 to 8 SWEEP 9 SWEEr TO SWEEr d 456' 0 2.36'— 4 1.. WOODJAME . f""'' id•. ''M S.B3" tq Q 16 OUtSWING THRESHOLDCompodteSD OVFSWING THRESHOLD 17 Compodle/AkwMMmS® 4 SJS 1.91• iERMAI--i{-- O.0o BREAK J FLUSH FLUSH BOLT BOLT RETAINER O.O6.T 19 STANDARD ALUMINUM ASTRAGAL FLUSH BOLT N--4 — OA63' FLUSH BOLT RETAINER 0.126' OUTSWING THRESHOLD COASFAL AIUMINUM ASTRAGAL 18 IZ/AE„eu„so r 2.1,•--j 215 2IT I T qtq 75 UWAVSIDFUIESPACERE$ 76 SIDEIRE SPACER 77 SIDELHE S ACER InsYAnp OutsD Merote C4note Thraslidd scan N.T.S. mo er. JK oac er. LFS au mc xa FL-20 61.8 THERMANTRUe DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is In compliance with the A Edition 12017) Florida Building Code (FBC) structural requirements excluding the ?Ugh Velocity Hurricane Zone- (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detoils. Anchor embedment to base material shoo be beyond wall dressing or stucco. 3. When used In areas requiring wind borne debris protection, this product is required to be protected with on impact resistont covering that comples with FBC Sections W.1.2 6 R301.2.1.2. 1. For 2x stud framing construction, anchoring of these units shall be the some as that Shown for 2x buck masonry construction. S. Silo conditions that deviate from the details of this drawing require further engineering onoiysb by a licensed engineer or registered architect. 6. Fiber-Clossic d Smoothdtor Door panels requite the use of'l part numbers and must be stained or pointed wllhln sh months of Installation. TABLE OF CONTENTS I 31.15 FRAME F WIDTH I 1 X O O C m ff DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIG. WE INSERT DOOR GLAZING LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE MAX. D.L.O. X lip llle 21.12" X 63.12" latch L Deadbolt 50.0 50.0 S0.0 S0.0 X Multipoint S0.0 50.0 SO.0 S0.0 X Molded Open 21.12' X 63.12' latch L Deadbolt 50.0 50.0 SO.0 S0.0 X Multipoint S5.0 I -55.0 60.0 60.0 X Flush Glared 24.12" X 63.38" latch L Deadbolt 55.0 6S.0 SS.O S5.0 X Multppolnt S5.0 65.0 S5.0 S5.0 X Flush Glazed 26.0" X 63.3V' Latch L Deadbolt SS.O 65.0 SS.O 55.0 X Mulflpolnt 50.0 50.0 50.0 50.0 See Sheet 4 for Hardware Specifications seat: N.T.S. oira B*: JK ax. er, LFS FL-20461.9 z1 -L-or 13 LOCK BLOCK COMPOSITE -IIZS'LO"GWC)OD)- HINGE STILE HORIZONTAL CROSS SECTIONCAP (ENGINEERED WOOD) F.-MUMNg CD o ir G3i.--- 0.406 I Ig Y INTERIOR CoMPOSrtE HINGE STILE HORIZONTAL CROSS SECTION CAP (EN GINEERED WOOD) HORIZONTAL CROSS DOOR 35,812T MAX. DOOR PANEL WIDTH PANEL WIDTH 3 3 3 3 260". D.L.O. Ed (FLUSH GLAZING) 7- x 01 T tq LtTN @_DaBOOK IANEL 43 BOOK IVY — 1. 19r 70 J-3rGi —:1 ml LI ' LOCK BLOCK STILE 12. rLONG WOOD) (ENGINEERED WOOD) 35.81. r MAX DOOR PANEL WIDTH TOP RAlL- COMPOSITUENG) INEERED WOOD INTERIOR EXTERIOR G3 G3 RBERGLASS SKIN 0.073' THK.) 1.71* ( COMP.) COMP.) 1.7 VERTICAL CROSS SECTION (VER TICAL CROSS SECTION L Bf. JK Br LFS ZFL-20461. 9 v D• EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 5 Out wwtowng sowor. ft dmW O.1S ( nPlP) INFERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 5 Shown uc: 0ulswing stwwn;nrmng slmW INTERIOR EXIERKA 1.15 MIN. FUR. IFYP.1 3 HORIZONTAL CROSS SECTION 5 shownw Bu c Outswing shown pnswmg skrk4 rlllllll//// 1. O_ ' PI o\\\ n m 0 xi m vcg ;cr mdo s 1-1/4-MIN. EMB. (ttP.) n s a—Z 61111 N.T.S. or. JK o ar LFS ? rwo a FL-20461.9 n N n 5 or 13 a EXTERIOR W— MINOR EXTERIORINTERIOR VERTICAL CROSS SECTION S SEICALCROSSSEC110N47 Shown Direct to Mosorlll VEllown D1 ec1 to M Outswlrlg oNy w/ 6 9!I d lamb Outswing only w/ 4-9/I d Jomb DIRECT 10 MASONRY MAX. DESIGN PRESSURE: aw/ STANDARD STRIKE = t 55 PSF a w/ SECURITY STRIKE = t 60 PS R t, C C C 1 INTERIOR 1 k v 43 44 45 40 41 42 IMFRWR e n 43 44 45 a N 40 41 42 M 1- X MIN. g FMB.ITYP.I 8 E EXTERIOR E E EXTERIOR 1. 1/ 1CMIN. 1.1/4' MIN. EMB. PYP.) EMB. ( tYP.) SHORIZONTALCROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Z Shown Directnto Mosonrd9/16Z F Sh Direct toMoso 7 Shown Direct to MOSOMY pufswing oly w/ Jamb w 7 on n- AOutswingonly w/ 4- 9/16 Jamb Outswing only w! 4-9/I6 jamb d 1111111111//// A. romz. o} r V = p Z ciee V 20 9'- C'IJ maa 4 d Eg p 2 8 3a c 0 Si N od I 5 C tq 1 0 N 2 IA e' 0 8 O Z c N N a u W M 1•I/ 4• MIN. ws 611 16 i FMB.Q(P.) SWy N.T.S. d 6 HORIZONTAL CROSS SECTION m+o we JK m 7 Shown Direct to Masony uac er LFS 3 c Outswing only w/ 6- 9/16 Jamb Mwd c rro: FL-20461.9 0 sim 7 or 13 n 4 a n o ES Q. o P 0 ``. h m 3)i6x2-I!Y !11 nnl ` riioapo PFH wS g n zN •; JAMB TO HEAD DETAIL- TYP.) r (TYP.) m a d e d L 2X BUCK HEAD S JAMBS i` J IX BUCK$ TYP.) BUCK m TO 2X BUCK SAME N DIRECT HEAD& JAMBS G T ) oKP m ci O ^ n= B z MASONRY BUCK ANCHORING FRAME ANCHORING a fYP•I C ^ a O2 N •Z U F 6 1 i6 T.S. JKnS m2' CNL ; Diuwlo WU a FL- 20461.9 c sly 9 a 13 a BACKBEDDING COMPOUND SHOWN w/* PIASC2EwU SS BITECUT-0ln.9/1BTHK GLASS PANEL1/B•TEMPEREDGLASSINTERNAL GRID (GBG) INTERNAL GRID (GBG) Op lqn Aluminum Spacer) AIR SPACE 1/B'TEMPEREDGLASS 9/16* INSULATED GLASS INSERT OPTIONS q ASEAL, ALUMINUM PR STEEL SPACER GLAZING DETAIL G1 "S U1e Frame Door Panels BACKBEDDING COMPO4 A,Q,W 1 /7 GLASS BITE SHOWN w/1'iHK. GLASS WROUGHT IRON INSERT MOLDED OPEN I /Ir TEMPERED DECORATIVE INSERT PRIVACY INSERT PANEL GLASS AIRSPACE1/B'IEMPERED-: '1GLASS N MINI BLIND PPH P3B DURASEAL ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) (Aluminum Spocer) OR STEEL SPACER 10pilord AIUMInum Spacer) GIALNG DETAII G2 BlsUlerome 1" INSULATED GLASS INSERT OPTIONS DOar PonOb . 11Y GLASS BRE —j I S/8'THICK GLASS DOOR PANEL I /li TEMPERED GLASS AIR SPACE I / Lt' TEMPERED GLASS BACKBEDDING DURASEAL ALUMINUM COMPOUND OR STEEL SPACER GLAZING DETAIL G3 MhGlminp D. Poneb 00 00 INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT OpBonal Alumtrwm Spoce4 5/&' INSULATED GLASS INSERT OPTIONS e: 0=ep S of G z 0 0 a WIDTH o o n g z° u zf mda VrVV914 ` M L' u z_ o H 14 1° Nv zaW .] 910 X 1.11T 3.2S PPH PLASCREW BTS Full Lde Frame L•' W BTS llfE FRAME 3B B13 LIFE FRAME 3A1rra9nsGlo>Lnit rGlo+g owa er X aoc sm LFS FL- 20461.9 m 11 or 1j 0 n M CONCRETE ANCHOR NOTES: 1. Concrete onchcr IOColions of the comers may be odJusfed to malnfoln the min. edge d1stonce to mortar JOlnts. 2 Concrete anchor locolkwu noted as MAX ON Cf]OW must be adjusted to maintain the min, edge distance to morfar Joints, oddflonal concrete anchors may be required to enswe the MAX. ON CENIEr dimension are not exceeded. 3. Concrete anchor fable: MIN. CLEARANCE RANCEJr11N: CLEA ANCHOR MIN TD.MA$ONRY; : TO;SADJACENI .: ANCHOREMBEDMEM;':..;:.,=. EDGF:>:: ;:.::;:::`i1NC11bR 1/ 4" 1.1/4' r 4. TAITWNoELCO 1/4- 1.1/1 1' 4' UITRACONa INV a 3/16' 1•ip' AS SHOWN 1.1/r iAPCON WOOD SCREW INSTALLATION NOitS: 1. Molntoln o mWmum 5/6' edge didfance, 1' and dsfonce, d 1' o.c. spocing of wood screws to prevent the spOttirlg of wood. MMIMF n • W M S N Z G ue C. m. 611116 0 swr N.T.S. d Owe. P. JK m' na. m: LFS ? swuwsn " W a f1- 20461.9 u s> ecr 13 or 13 n